CN207314901U - Inorganic cementing material pastes carbon cloth reinforced concrete structure - Google Patents
Inorganic cementing material pastes carbon cloth reinforced concrete structure Download PDFInfo
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- CN207314901U CN207314901U CN201721186429.XU CN201721186429U CN207314901U CN 207314901 U CN207314901 U CN 207314901U CN 201721186429 U CN201721186429 U CN 201721186429U CN 207314901 U CN207314901 U CN 207314901U
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- main body
- carbon cloth
- concrete structure
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- 239000004744 fabric Substances 0.000 title claims abstract description 24
- 239000000463 material Substances 0.000 title claims abstract description 20
- 229910052799 carbon Inorganic materials 0.000 title claims abstract description 18
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 title claims abstract description 17
- 239000011150 reinforced concrete Substances 0.000 title abstract description 6
- 239000004567 concrete Substances 0.000 claims abstract description 30
- 239000000956 alloy Substances 0.000 claims abstract description 25
- 229910045601 alloy Inorganic materials 0.000 claims abstract description 14
- 229910052602 gypsum Inorganic materials 0.000 claims abstract description 14
- 239000010440 gypsum Substances 0.000 claims abstract description 14
- 238000012856 packing Methods 0.000 claims abstract description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 19
- 230000015271 coagulation Effects 0.000 claims description 12
- 238000005345 coagulation Methods 0.000 claims description 12
- 210000003205 muscle Anatomy 0.000 claims description 8
- 229920000915 polyvinyl chloride Polymers 0.000 claims description 4
- 239000004800 polyvinyl chloride Substances 0.000 claims description 4
- 229910001297 Zn alloy Inorganic materials 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 abstract description 10
- 238000005728 strengthening Methods 0.000 abstract description 4
- 230000003628 erosive effect Effects 0.000 abstract 1
- 230000001737 promoting effect Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 12
- 238000005452 bending Methods 0.000 description 8
- 229920000049 Carbon (fiber) Polymers 0.000 description 7
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 7
- 239000004917 carbon fiber Substances 0.000 description 6
- 239000000654 additive Substances 0.000 description 3
- 230000000996 additive effect Effects 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000007769 metal material Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
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- Laminated Bodies (AREA)
Abstract
The utility model discloses an inorganic cementitious material pastes carbon cloth reinforced concrete structure, including the concrete wall, concrete wall right angle department is provided with L type reinforcement main part, two straight sections of L type reinforcement main part are all through bolt and concrete wall connection, be provided with L type recess in the L type reinforcement main part, insert the strengthening rib in the L type recess, the strengthening rib passes through rivet connection in L type reinforcement main part, L type reinforcement main part includes the alloy inner core, the alloy inner core outside is provided with the gypsum packing layer, the gypsum packing layer outside is provided with the carbon cloth outer layer, through carrying out structural improvement to the reinforcement main part, adopt the alloy material to be reinforcement main part skeleton texture, the outside sets up the inside alloy material of gypsum layer protection, and the outer carbon cloth material parcel that adopts, avoid the reinforced structure to receive external environment erosion, reinforced structure's life has been improved, the strengthening rib of addding has improved the reinforcement intensity, can dismantle the change after long-time use, be worth promoting.
Description
Technical field
Building material technical field is the utility model is related to, is specially a kind of inorganic coagulation material Strengthened By Cfrp Sheet
Concrete structure.
Background technology
Concrete refers to the general designation of the cementing integral engineered composite material of aggregate by cementitious material, the coagulation usually said
A native word refers to make cementitious material with cement, and sand, masonry aggregate, match somebody with somebody by a certain percentage with water (can contain additive and admixture)
Close, it is agitated obtained by cement concrete, also referred to as normal concrete, it is widely used in civil engineering.To improve concrete
Some properties, can add additive.There is obvious techno-economic effect due to mixing additive, it has become concrete can not
The component lacked.
Application No. CN201420724025.1, a kind of practicality of the carbon fiber reinforcement cloth structure of entitled concrete structure
New patent, including former xoncrete structure and treat reinforced concrete structure, former xoncrete structure has original structure face, waits to reinforce and mixes
Xtah Crude Clay structure has a ruggedized construction face, original structure face and treats that the handing-over of ruggedized construction face connects and forms inner corner trim, treats ruggedized construction
Carbon cloth is adhesive with face, the termination of carbon cloth is extended at inner corner trim, and carbon cloth end anchorage structure includes anchoring structure
Part, anchorage element have the first bending edges and the second bending edges, and the first bending edges and the second bending edges are formed to match with inner corner trim
Bending angle, the first bending edges are bolted to connection on original structure face, and the second bending edges press on the end of carbon cloth
On head, the termination of the second bending edges and carbon cloth matches, and carbon cloth is compacted on concrete structure, so that carbon is fine
Dimension cloth can give full play to the effect of reinforced concrete structure.
All it is using metal material come made of, for a long time cruelly but ruggedized construction many at present is when in use
Situations such as metal material to expose outside is easily etched, causes corrosion, causes the damage of ruggedized construction, therefore devises one
Kind inorganic coagulation material Strengthened By Cfrp Sheet concrete structure.
The content of the invention
In order to overcome the shortcomings of prior art, the utility model provides a kind of inorganic coagulation material affixing carbon fabric
Reinforced concrete structure, by carrying out structure improvement to reinforcing main body, uses alloy material to reinforce main body framework structure, outside
Gypsic horizon is set to protect inner alloy material, and outer layer is wrapped up using carbon fiber cloth material, avoids ruggedized construction from being subject to the external world
Environmental attack, improves the service life of ruggedized construction, and the reinforcing rib added improves fastening strength, can after long-time use
Dismounting and change, is worthy to be popularized.
Technical solution is used by the utility model solves its technical problem：A kind of inorganic coagulation material sticking carbon fiber
Cloth reinforced concrete structure, including concrete wall, the concrete wall right angle are provided with L-type and reinforce main body, the L-type
Two flat segments of main body to be reinforced to be connected with concrete wall by bolt, the L-type reinforces in main body and is provided with L-type groove,
Insertion reinforcing rib in the L-type groove, the reinforcing rib are reinforced in main body by rivet interlacement in L-type；
The L-type, which reinforces main body, includes alloy inner core, and gypsum packing layer, the gypsum are provided with the outside of the alloy inner core
Carbon cloth outer layer is provided with the outside of packing layer.
As a kind of technical solution for having choosing of the utility model, the L-type, which is reinforced in main body, is provided with two extension supports
Plate, described extend are provided with expansion bolt in support plate.
As a kind of technical solution for having choosing of the utility model, the reinforcing rib cross section is triangular structure, described to add
Strengthening tendons is made of zinc alloy material.
As a kind of technical solution for having choosing of the utility model, it is provided between the gypsum packing layer and alloy inner core poly-
Vinyl chloride waterproof layer.
As a kind of technical solution for having choosing of the utility model, anti-skidding muscle, institute are provided with the outside of the carbon cloth outer layer
It is arc-shaped to state anti-skidding muscle cross section.
Compared with prior art, the beneficial effects of the utility model are：
The utility model by reinforce main body carry out structure improvement, use alloy material for reinforcing main body framework structure,
Outside sets gypsic horizon to protect inner alloy material, and outer layer is wrapped up using carbon fiber cloth material, avoids ruggedized construction from being subject to
External environment corrodes, and improves the service life of ruggedized construction, and the reinforcing rib added improves fastening strength, uses it for a long time
It is detachable afterwards, it is worthy to be popularized.
Brief description of the drawings
Fig. 1 is the overall structure diagram of the utility model；
Fig. 2 is that the L-type of the utility model reinforces main body section structure diagram.
In figure：1- concrete walls, 2-L types reinforce main body, 3- bolts, 4-L type grooves, 5- reinforcing ribs, 6- rivets, 7- conjunctions
Golden inner core, 8- gypsum packing layers, 9- carbon cloth outer layers, 10- extension support plates, 11- expansion bolts, 12- polyvinyl chloride waterproofs
Layer, the anti-skidding muscle of 13-.
Embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are without making creative work
All other embodiments obtained, shall fall within the protection scope of the present invention.
The explanation of following embodiment is refer to the attached drawing, can be to the particular implementation implemented to example the utility model
Example.The direction and position term that the utility model is previously mentioned, for example, " on ", " in ", " under ", "front", "rear", "left", "right", "
It is interior ", " outer ", " side " etc., be only the direction and position with reference to annexed drawings.Therefore, the direction and position term used is to use
To illustrate and understand the utility model, and it is not used to limitation the utility model.
Embodiment：
As shown in Figures 1 and 2, the utility model provides a kind of inorganic coagulation material Strengthened By Cfrp Sheet concrete
Structure, including concrete wall 1,1 right angle of concrete wall are provided with L-type and reinforce main body 2, and the L-type reinforces main body 2
Two flat segments are connected by bolt 3 with concrete wall 1, and L-type reinforces main body 2 and is installed on 1 right angle position of concrete wall,
To being supported on vertical and horizontal two faces, convenient installation, the L-type reinforces in main body 2 and is provided with L-type groove 4, the L-type groove 4
Interior insertion reinforcing rib 5, the reinforcing rib 5 are connected to L-type by rivet 6 and reinforce in main body 2, and reinforcing rib 5 reinforces main body 2 with L-type
Between be detachably connected, can after long-time use disassemble, more renew, after 5 long-time use of reinforcing rib
Deformation can be produced, only needs to pull down what rivet 6 just can more renew at this time；
As shown in Fig. 2, the L-type, which reinforces main body 2, includes alloy inner core 7, the outside of alloy inner core 7 is provided with gypsum and fills out
The bed of material 8, the outside of gypsum packing layer 8 is provided with carbon cloth outer layer 9, reinforces the structure design that main body uses tri-layer, interior
Portion's alloy inner core 7 is skeleton structure, and outside is cased with one layer of gypsum packing layer 8, improves and reinforces main body buffer capacity, outside carbon fiber
Cloth outer layer 9 protects inner alloy structure it is possible to prevente effectively from water is contacted with moisture and inner alloy inner core 7.
As shown in Figure 1, the L-type, which is reinforced in main body 2, is provided with two extension support plates 10, in the extension support plate 10
Expansion bolt 11 is provided with, increases ruggedized construction forced area；5 cross section of reinforcing rib is triangular structure, the reinforcement
Muscle 5 is made of zinc alloy material, and structural strength is high, light weight；As shown in Fig. 2, the gypsum packing layer 8 and alloy inner core 7
Between be provided with polyvinyl chloride waterproof layer 12, increase waterproof ability；The outside of carbon cloth outer layer 9 is provided with anti-skidding muscle 13,
13 cross section of anti-skidding muscle is arc-shaped, increases frictional force, anti-sliding stop.
In conclusion the utility model is mainly characterized by：
The utility model by reinforce main body carry out structure improvement, use alloy material for reinforcing main body framework structure,
Outside sets gypsic horizon to protect inner alloy material, and outer layer is wrapped up using carbon fiber cloth material, avoids ruggedized construction from being subject to
External environment corrodes, and improves the service life of ruggedized construction, and the reinforcing rib added improves fastening strength, uses it for a long time
It is detachable afterwards, it is worthy to be popularized.
It is obvious to a person skilled in the art that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and
And in the case of the spirit or essential attributes without departing substantially from the utility model, it can realize that this practicality is new in other specific forms
Type.Therefore, in all respects, the present embodiments are to be considered as illustrative and not restrictive, this practicality is new
The scope of type is indicated by the appended claims rather than the foregoing description, it is intended that the equivalency fallen in claim is contained
All changes in justice and scope are embraced therein.Any reference numeral in claim should not be considered as limitation
Involved claim.
Claims (5)
- A kind of 1. inorganic coagulation material Strengthened By Cfrp Sheet concrete structure, it is characterised in that：Including concrete wall (1), concrete wall (1) right angle is provided with L-type and reinforces main body (2), and the L-type reinforces (2) two flat segments of main body It is connected by bolt (3) with concrete wall (1), the L-type reinforces in main body (2) and is provided with L-type groove (4), the L-type Insertion reinforcing rib (5) in groove (4), the reinforcing rib (5) are connected to L-type by rivet (6) and reinforce in main body (2)；The L-type, which reinforces main body (2), includes alloy inner core (7), and gypsum packing layer (8) is provided with the outside of the alloy inner core (7), Carbon cloth outer layer (9) is provided with the outside of the gypsum packing layer (8).
- 2. a kind of inorganic coagulation material Strengthened By Cfrp Sheet concrete structure according to claim 1, its feature exist In：The L-type, which is reinforced in main body (2), is provided with two extension support plates (10), is provided with the extension support plate (10) swollen Swollen bolt (11).
- 3. a kind of inorganic coagulation material Strengthened By Cfrp Sheet concrete structure according to claim 1, its feature exist In：Reinforcing rib (5) cross section is triangular structure, and the reinforcing rib (5) is made of zinc alloy material.
- 4. a kind of inorganic coagulation material Strengthened By Cfrp Sheet concrete structure according to claim 1, its feature exist In：Polyvinyl chloride waterproof layer (12) is provided between the gypsum packing layer (8) and alloy inner core (7).
- 5. a kind of inorganic coagulation material Strengthened By Cfrp Sheet concrete structure according to claim 1, its feature exist In：Anti-skidding muscle (13) is provided with the outside of the carbon cloth outer layer (9), anti-skidding muscle (13) cross section is arc-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721186429.XU CN207314901U (en) | 2017-09-15 | 2017-09-15 | Inorganic cementing material pastes carbon cloth reinforced concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721186429.XU CN207314901U (en) | 2017-09-15 | 2017-09-15 | Inorganic cementing material pastes carbon cloth reinforced concrete structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207314901U true CN207314901U (en) | 2018-05-04 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721186429.XU Active CN207314901U (en) | 2017-09-15 | 2017-09-15 | Inorganic cementing material pastes carbon cloth reinforced concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207314901U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110984617A (en) * | 2019-12-24 | 2020-04-10 | 邱玲玲 | Building structure's reinforcement connecting device |
-
2017
- 2017-09-15 CN CN201721186429.XU patent/CN207314901U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110984617A (en) * | 2019-12-24 | 2020-04-10 | 邱玲玲 | Building structure's reinforcement connecting device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: No. 3, Zone 39, Central District, Shiyan Town, Bao'an District, Shenzhen City, Guangdong Province, 518108 (Hongfa Building) Patentee after: Shenzhen Hongyuan Construction Technology Co.,Ltd. Address before: No. 3, Zone 39, Central District, Shiyan Town, Bao'an District, Shenzhen City, Guangdong Province, 518108 (Hongfa Building) Patentee before: SHENZHEN HONG-YUAN CONSTRUCTION PROJECT CO.,LTD. |
|
| CP03 | Change of name, title or address |