CN201125488Y - Glass fiber reinforcement gypsum building elements - Google Patents
Glass fiber reinforcement gypsum building elements Download PDFInfo
- Publication number
- CN201125488Y CN201125488Y CNU2007200751947U CN200720075194U CN201125488Y CN 201125488 Y CN201125488 Y CN 201125488Y CN U2007200751947 U CNU2007200751947 U CN U2007200751947U CN 200720075194 U CN200720075194 U CN 200720075194U CN 201125488 Y CN201125488 Y CN 201125488Y
- Authority
- CN
- China
- Prior art keywords
- hanger
- glass fiber
- building unit
- fiber reinforced
- reinforced gypsum
- 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 - Lifetime
Links
Images
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The utility model relates to an architectural component, in particular to a glass fiber reinforced gypsum architectural component. The architectural component comprises a glass fiber short slice felt, glass fiber mesh-close, a mixture of high strength gypsum powder and additive. The glass fiber short slice felt has a plurality of layers. An affiliated hanger is arranged on intermediate layer of the glass fiber short slice felt. The exposed part of the affiliated hanger passes through other layers of the glass fiber short slice felt and the glass fiber mesh-close. The affiliated hanger is consisted of three L-shaped lifting lugs and a wring pin. Two L-shaped lifting lugs of the affiliated hanger are fixed lifting lugs. A base of the fixed lifting lug is pre-buried in the architectural component. Another L-shaped liftinglug is an activity lifting lug which is twist jointed on ear plates of two fixed L-shaped lifting lugs via the wring pin and can turn around the wring pin. Lifting hug plate of the activity lifting lug is provided with holes. Positive effects of the utility model are that: the glass fiber reinforced gypsum architectural component provided by the utility model has less components, high strength, light weight and fine structure; the hanger is arranged on the architectural component so as to arrange the architectural component greatly conveniently; particularly the utility model can guarantee no error for details such as arc, rotating angle and so on.
Description
Technical field
The utility model relates to a kind of building unit, relates in particular to a kind of glass fiber reinforced gypsum building unit.
Background technology
In known technology, most of buildings all adopt concrete prefabricated board member, and its bearing is good, install also fast, but itself Heavy Weight, structure manufacture is long in time limit, and after site operation finished, it is flat that metope also will be smeared the water detection of one deck slurry, the building costs height; In traditional gypsum sheet material, ubiquity gypsum plank intensity is low, many drawbacks such as rupture strength is little, sheet material leakiness, poor durability; See in recent years to have in gypsum plank, to adopt and add glass fiber for strengthening the report of material, obtained substantial progress, but can't be as cement prefabricated component pre-buried suspender member, on-the-spot punching is fixing in partition wall, furred ceiling work progress, after the completion of being everlasting, find the part cracking, cause the local disadvantages such as whole, generation hidden dangers in project, the reparation of doing over again that break away from.
The utility model content
The purpose of this utility model provide a kind of can be in the prefabricated process of building unit the field machining performance of pre-buried suspender member good, glass fiber reinforced gypsum building unit flexibly is installed rapidly.
The utility model is by the following technical programs in to realize: a kind of glass fiber reinforced gypsum building unit, the building unit that it is made up of the mixture of glass chopped felt, fiberglass gridding cloth, high strength gypsum powder and additive, its special character is: described glass chopped felt has several layers, interbed is provided with attached suspender member therein, and the exposed parts of described attached suspender member passes glass chopped felt of other layer and fiberglass gridding cloth.
Described attached suspender member is that three " L " type hangers, strand pin are formed; Its two " L " type hangers are fixing hanger, the base of described fixedly hanger is embedded in the building unit, another " L " type hanger is movable hanger, it links on the otic placode of these two fixing " L " type hangers by the strand pin, and can rotate around the strand pin, porose on the shackle plate of described movable hanger.
Described attached suspender member is that two " L " type hangers, strand pin are formed; One " L " type hanger is fixing hanger, the base of described fixedly hanger is embedded in the building unit, and another " L " type hanger is movable hanger, links on the otic placode of this fixed hanger by the strand pin, and can rotate around the strand pin, porose on the shackle plate of described movable hanger.
The described attached suspender member fixedly base position of hanger is laid with glass chopped felt of reinforcement.
Described building unit is laid with the glass chopped felt and the fiberglass gridding cloth of reinforcement at its bending part.
Described building unit is subjected to glass chopped felt of tensile stress area one side and fiberglass gridding cloth interlayer that the longitudinal reinforcement stiffener is arranged at it, and it laterally has the reinforcing bar stiffener.
Good effect of the present utility model is: the glass fiber reinforced gypsum building unit component that the utility model proposes is few, intensity is high, in light weight, structure is fine and closely woven, on building unit, be provided with suspender member, be very easy to the installation of building unit, particularly can guarantee not have any error subtleties such as arc, corners.
Description of drawings
Fig. 1 is an embodiment building unit schematic diagram of the present utility model.
Fig. 2 a is three " L " type hanger schematic diagram, and Fig. 2 b is two " L " type hanger schematic diagram.
The specific embodiment
The utility model will be further described below in conjunction with embodiment:
Fig. 1 is an embodiment building unit schematic diagram of the present utility model.A kind of glass fiber reinforced gypsum building unit, it is the building unit of mixture 3 compositions of glass chopped felt 1, fiberglass gridding cloth 2, high strength gypsum powder and additive.The mid portion of described member is glass chopped felt 1 of several layers, and its both sides are fiberglass gridding cloth 2, all accompanies the mixture 3 of one deck high strength gypsum powder and additive between each synusia felt and grid cloth, and surface layer is the mixture 3 of high strength gypsum powder and additive.The high strength gypsum powder is the thing that high strength gypsum powder, water reducing agent, retarding agent and water mix in proportion with the mixture 3 of additive; The intermediate layer of described glass chopped felt is provided with attached suspender member, and the exposed parts of described attached suspender member passes glass chopped felt of other layer and fiberglass gridding cloth.Fig. 2 a is three " L " type hanger schematic diagram, and Fig. 2 b is two " L " type hanger schematic diagram; No matter be three " L " type hanger, or two " L " type hanger, its movable hanger 5 can rotate around hinge pin, and is all porose on its shackle plate, can directly be connected with other building components and fittings by the hanger hole, and it is fast that convenient speed of application is installed.The base of the fixedly hanger 4 in the attached suspender member is embedded on the intermediate layer of glass chopped felt, be laid with glass chopped felt of reinforcement around it, detect according to related detection unit, the adhesion of attached suspender member and glass fiber reinforced gypsum building unit is 4033N.The quality requirement that meets engineering fully.
Detection through related detection mechanism, the contrast table of the utility model embodiment measured data and technical requirement is as follows:
| Sequence number | Technical indicator | The embodiment measured data |
| 1 | Flexural strength (Mpa): 〉=24 | 25.3 |
| 2 | Tensile strength (Mpa): 〉=7 | 7.7 |
| 3 | Impact strength (kJ/m 2)：≥19 | 22.8kJ/ |
| 4 | Compressive strength (Mpa): 〉=15 | 16.8 |
| 5 | Water absorption rate (%) :≤20 | 19.8％ |
| 6 | Hardness Barcol: 〉=10 | 10 |
| 7 | Bulk density (g/cm 3)：≥1.35 | 1.43 |
| 8 | Breaking load: average (N) 〉=1000; Minimum value (N) 〉=750 | Average 1227N minimum value 846N |
| 9 | Suspender member and gypsum plank adhesion (N) 〉=4000 | 4033N |
From last table, be not difficult to find out, the tensile strength of the utility model embodiment glass fiber reinforced gypsum building unit is weaker than compressive strength, thereby for the higher occasion of ask for something, building unit has in the situation of floor reinforcement, should be laid with the glass chopped felt and the fiberglass gridding cloth of reinforcement at its crooked position, to increase its intensity, in the stressed zone of building unit tension one side at glass chopped felt and pre-buried longitudinal reinforcement stiffener 7 of fiberglass gridding cloth interlayer and transverse reinforcement stiffener 6.
Above-mentioned example does not constitute restriction of the present utility model, and all employings are equal to the technical scheme that form obtained of replacement or equivalent transformation, all drop within the protection domain of the present utility model.
Claims (9)
1. glass fiber reinforced gypsum building unit, it is the building unit of the mixture composition of glass chopped felt, fiberglass gridding cloth, high strength gypsum powder and additive, it is characterized in that: described glass chopped felt has several layers, interbed is provided with attached suspender member therein, and the exposed parts of described attached suspender member passes glass chopped felt of other layer and fiberglass gridding cloth.
2. a kind of glass fiber reinforced gypsum building unit according to claim 1 is characterized in that described attached suspender member is that three " L " type hangers, strand pin are formed; Its two " L " type hangers are fixing hanger, the base of described fixedly hanger is embedded in the building unit, and another " L " type hanger is movable hanger, and it links on the otic placode of this two fixeds hanger by the strand pin, and can rotate around the strand pin, porose on the shackle plate of described movable hanger.
3. a kind of glass fiber reinforced gypsum building unit according to claim 1 is characterized in that described attached suspender member is that two " L " type hangers, strand pin are formed; One " L " type hanger is fixing hanger, the base of described fixedly hanger is embedded in the building unit, and another " L " type hanger is movable hanger, and it links on the otic placode of this fixed hanger by the strand pin, and can rotate around the strand pin, porose on the shackle plate of described movable hanger.
4. a kind of glass fiber reinforced gypsum building unit according to claim 1 and 2, it is characterized in that described attached suspender member two fixedly the base position of hanger be laid with glass chopped felt of reinforcement.
5. a kind of glass fiber reinforced gypsum building unit according to claim 3, it is characterized in that described attached suspender member one fixedly the base position of hanger be laid with glass chopped felt of reinforcement.
6. a kind of glass fiber reinforced gypsum building unit according to claim 1 and 2 is characterized in that described building unit is laid with glass chopped felt of reinforcement at its bending part.
7. a kind of glass fiber reinforced gypsum building unit according to claim 3 is characterized in that described building unit is laid with glass chopped felt of reinforcement at its bending part.
8. a kind of glass fiber reinforced gypsum building unit according to claim 1 and 2, it is characterized in that described building unit is subjected to glass chopped felt of tensile stress area one side and fiberglass gridding cloth interlayer that the longitudinal reinforcement stiffener is arranged at it, it laterally has the reinforcing bar stiffener.
9. a kind of glass fiber reinforced gypsum building unit according to claim 3, it is characterized in that described building unit is subjected to glass chopped felt of tensile stress area one side and fiberglass gridding cloth interlayer that the longitudinal reinforcement stiffener is arranged at it, it laterally has the reinforcing bar stiffener.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200751947U CN201125488Y (en) | 2007-09-29 | 2007-09-29 | Glass fiber reinforcement gypsum building elements |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200751947U CN201125488Y (en) | 2007-09-29 | 2007-09-29 | Glass fiber reinforcement gypsum building elements |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201125488Y true CN201125488Y (en) | 2008-10-01 |
Family
ID=39998910
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200751947U Expired - Lifetime CN201125488Y (en) | 2007-09-29 | 2007-09-29 | Glass fiber reinforcement gypsum building elements |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201125488Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113750A (en) * | 2015-09-02 | 2015-12-02 | 湖南安雅达建材科技有限公司 | Large-size light decorative gypsum ceiling and preparation method thereof |
| CN105731962A (en) * | 2016-01-29 | 2016-07-06 | 太仓派欧技术咨询服务有限公司 | Glass-fiber-felt-reinforced gypsum board and preparation method thereof |
| CN107542211A (en) * | 2017-08-24 | 2018-01-05 | 遵义市世和建材有限公司 | A kind of cast-in-place light wallboard and superstructure |
| US10988654B2 (en) | 2016-01-04 | 2021-04-27 | Kraftblock Gmbh | Thermal storage with phosphorus compounds |
| CN114670315A (en) * | 2022-03-31 | 2022-06-28 | 深圳市宝鹰建设集团股份有限公司 | Prefabricated simulation modeling component structure and prefabricated simulation modeling component manufacturing method |
-
2007
- 2007-09-29 CN CNU2007200751947U patent/CN201125488Y/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113750A (en) * | 2015-09-02 | 2015-12-02 | 湖南安雅达建材科技有限公司 | Large-size light decorative gypsum ceiling and preparation method thereof |
| US10988654B2 (en) | 2016-01-04 | 2021-04-27 | Kraftblock Gmbh | Thermal storage with phosphorus compounds |
| CN105731962A (en) * | 2016-01-29 | 2016-07-06 | 太仓派欧技术咨询服务有限公司 | Glass-fiber-felt-reinforced gypsum board and preparation method thereof |
| CN105731962B (en) * | 2016-01-29 | 2017-12-29 | 太仓派欧技术咨询服务有限公司 | A kind of glass mat reinforced plasterboard and preparation method thereof |
| CN107542211A (en) * | 2017-08-24 | 2018-01-05 | 遵义市世和建材有限公司 | A kind of cast-in-place light wallboard and superstructure |
| CN107542211B (en) * | 2017-08-24 | 2020-04-10 | 遵义市世和建材有限公司 | Cast-in-place light wallboard |
| CN114670315A (en) * | 2022-03-31 | 2022-06-28 | 深圳市宝鹰建设集团股份有限公司 | Prefabricated simulation modeling component structure and prefabricated simulation modeling component manufacturing method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Mohammed | Structural behavior and m–k value of composite slab utilizing concrete containing crumb rubber | |
| Sundarraja et al. | Strengthening of RC beams in shear using GFRP inclined strips–An experimental study | |
| Venu et al. | Tie-confinement aspects of fly ash-GGBS based geopolymer concrete short columns | |
| Ferrari et al. | Flexural strengthening of reinforcement concrete beams using high performance fiber reinforcement cement-based composite (HPFRCC) and carbon fiber reinforced polymers (CFRP) | |
| CN201125488Y (en) | Glass fiber reinforcement gypsum building elements | |
| Ikponmwosa et al. | Structural behaviour of bamboo-reinforced foamed concrete slab containing polyvinyl wastes (PW) as partial replacement of fine aggregate | |
| CN103964795B (en) | Reinforced cement based composite material with fiber woven mesh and preparation method of reinforced cement based composite material | |
| CN103261539A (en) | High performance non-combustible gypsum-cement compositions with enhanced water durability and thermal stability for reinforced cementitious lightweight structural cement panels | |
| Cheah et al. | Load capacity and crack development characteristics of HCWA–DSF high strength mortar ferrocement panels in flexure | |
| CN104591634A (en) | Micro-expansion fiber reinforced concrete and preparation method thereof | |
| Cui et al. | Bond Stress between Steel‐Reinforced Bars and Fly Ash‐Based Geopolymer Concrete | |
| Cheah et al. | The structural behaviour of HCWA ferrocement–reinforced concrete composite slabs | |
| CN102777027A (en) | Interlocking dismountable anti-cracking anti-seepage permanent beam template | |
| CN104947916A (en) | Extra-large area concrete floor structure shrinkage control construction technology | |
| Adom-Asamoah et al. | Investigation on the flexural behaviour of reinforced concrete beams using phyllite aggregates from mining waste | |
| Doostmohamadi et al. | Enhancement of punching strength in GFRP reinforced single footings by means of handmade GFRP shear bands | |
| CN103360005A (en) | Sprayed concrete | |
| Rashwan et al. | BEHAVIOR OF HIGH PERFORMANCE CONTINUOUS RC DEEP BEAMS WITH OPENINGS AND ITS STRENGTHENING. | |
| CN104763163A (en) | Method and process for reinforcing RC (Reinforced Concrete) beam of E-glass fiber fabric reinforced magnesium phosphate cement-based concrete thin-slab | |
| CN102464471A (en) | High-strength concrete cushion block | |
| Jhatial et al. | Influence of long polypropylene fibre on the properties of concrete | |
| Mohammed et al. | Properties and structural behavior of sawdust interlocking bricks | |
| KR100894492B1 (en) | Reinforcing method of ferroconcrete using aramid strip members | |
| Ghai et al. | Strengthening of RCC Beams in Shear by Using SBR Polymer‐Modified Ferrocement Jacketing Technique | |
| Liao et al. | Crack opening evaluation and sustainability potential of highly flowable strain-hardening, fiber-reinforced concrete (HF-SHFRC) |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| PP01 | Preservation of patent right |
Effective date of registration: 20131213 Granted publication date: 20081001 |
|
| RINS | Preservation of patent right or utility model and its discharge | ||
| PD01 | Discharge of preservation of patent |
Date of cancellation: 20140208 Granted publication date: 20081001 |
|
| PD01 | Discharge of preservation of patent | ||
| CX01 | Expiry of patent term |
Granted publication date: 20081001 |
|
| CX01 | Expiry of patent term |