CN213390117U - Centering bracket component of glass fiber reinforced plastic anchor rod - Google Patents
Centering bracket component of glass fiber reinforced plastic anchor rod Download PDFInfo
- Publication number
- CN213390117U CN213390117U CN202021683621.1U CN202021683621U CN213390117U CN 213390117 U CN213390117 U CN 213390117U CN 202021683621 U CN202021683621 U CN 202021683621U CN 213390117 U CN213390117 U CN 213390117U
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- China
- Prior art keywords
- glass fiber
- centering
- fiber muscle
- connecting seat
- fixedly connected
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- 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
- 239000011152 fibreglass Substances 0.000 title claims description 22
- 239000003365 glass fiber Substances 0.000 claims abstract description 74
- 210000003205 muscle Anatomy 0.000 claims abstract description 27
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 26
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 13
- 239000010959 steel Substances 0.000 claims abstract description 13
- 238000005452 bending Methods 0.000 abstract description 5
- 238000009412 basement excavation Methods 0.000 abstract description 4
- 238000005728 strengthening Methods 0.000 abstract 1
- 238000003466 welding Methods 0.000 description 10
- 230000002787 reinforcement Effects 0.000 description 9
- 239000011347 resin Substances 0.000 description 6
- 229920005989 resin Polymers 0.000 description 6
- 238000010008 shearing Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 239000000835 fiber Substances 0.000 description 3
- 229920003023 plastic Polymers 0.000 description 3
- 239000004033 plastic Substances 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
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- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a centering bracket component of glass fiber muscle stock, concretely relates to glass fiber muscle technical field, including the glass fiber muscle, the outside of glass fiber muscle is provided with the support and uses the steel wire ligature with the glass fiber muscle, the support is with the outside equal fixedly connected with centering support retaining ring of steel wire ligature for the glass fiber muscle, the outside fixedly connected with centering support retaining ring's centering support, the inside of glass fiber muscle is provided with additional strengthening. The utility model discloses a be provided with connecting seat, connecting block and reinforcing plate, during the use, connecting seat and connecting block are provided with a plurality of groups to fix respectively on inside top and the bottom of glass fiber muscle, fixedly connected with reinforcing plate has increased the structural strength that glass fiber muscle used between connecting seat and the connecting block, stability when having guaranteed glass fiber muscle cage and the bending resistance of foundation ditch excavation stage glass fiber muscle diaphragm wall, the bearing capacity that shears.
Description
Technical Field
The utility model relates to a glass fiber muscle technical field specifically is a centering bracket component of glass fiber muscle stock.
Background
At present, along with the continuous development of building engineering, not only adopt reinforced concrete to process building engineering alone, more and more materials are used widely, and the scope of glass fiber reinforcement application is more and more extensive, and including centering bracket component in the glass fiber reinforcement, the centering bracket component of current glass fiber reinforcement stock still has some problems, and the elastic modulus of glass fiber reinforcement is little, influences the stability when lifting by crane.
In the process of implementing the present invention, the inventor finds that at least the following problems exist in the prior art and are not solved:
(1) the bending resistance and the shearing resistance bearing capacity of the traditional centering bracket component of the glass fiber reinforced anchor rod and the glass fiber reinforced continuous wall are reduced;
(2) the centering bracket component of the traditional glass fiber reinforced plastic anchor rod has lower tensile strength of common reinforced concrete;
(3) the centering support component of traditional glass fiber reinforced plastic anchor rod, the welding mode welding centering support that general glass fiber reinforced plastic anchor rod adopted.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a centering bracket component of glass fiber muscle stock to provide the little problem of glass fiber muscle elastic modulus in solving above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a centering support component of a glass fiber reinforced anchor rod comprises a glass fiber reinforced, wherein a support is arranged outside the glass fiber reinforced and is bound with a steel wire for the glass fiber reinforced, a centering support fixing circular ring is fixedly connected to the outside of the support bound with the steel wire for the glass fiber reinforced, a centering support is fixedly connected to the outside of the centering support fixing circular ring, and a reinforcing structure is arranged inside the glass fiber reinforced;
the reinforcing structure comprises connecting seats, the connecting seats are fixedly connected to the top end inside the glass fiber rib, connecting blocks are symmetrically arranged on the connecting seats relative to the horizontal center line of the glass fiber rib, and reinforcing plates are fixedly connected between the connecting seats and the connecting blocks.
Preferably, the width of the inside of the connecting seat is larger than the width of the outside of the connecting block, and a clamping structure is formed between the connecting seat and the connecting block.
Preferably, the reinforcing plates are equal in length and are arranged in the glass fiber reinforced plastic at equal intervals.
Preferably, the centering brackets are annularly distributed outside the glass fiber rib.
Preferably, the centering support is trapezoidal and the inverted trapezoidal is arranged outside the glass fiber rib.
Preferably, the width of the centering brackets is equal, and the distance between the centering brackets is 2 m.
Compared with the prior art, the beneficial effects of the utility model are that: the centering support component of the glass fiber reinforced anchor rod not only realizes a reinforcing structure, increases the stability of the glass fiber reinforced anchor rod during use, realizes large tensile property of the glass fiber reinforced anchor rod, but also realizes binding of the glass fiber reinforced anchor rod;
(1) by arranging the connecting seats, the connecting blocks and the reinforcing plates, when the glass fiber reinforced plastic diaphragm wall is used, the connecting seats and the connecting blocks are arranged in a plurality of groups and are respectively fixed at the top end and the bottom end in the glass fiber reinforced plastic diaphragm, and the reinforcing plates are fixedly connected between the connecting seats and the connecting blocks, so that the structural strength of the glass fiber reinforced plastic diaphragm wall is increased, and the stability of the glass fiber reinforced plastic diaphragm cage during lifting and the bending resistance and shearing resistance bearing capacity of the glass fiber reinforced plastic diaphragm wall in a foundation pit excavation;
(2) the glass fiber reinforced plastic anchor rod is convenient to cut due to the large tensile property and the low shearing strength, and cannot cause damage to a cutter, so that the manufacturing cost is greatly saved and the use efficiency is improved compared with a steel bar;
(3) through using the glass fiber muscle, the glass fiber muscle belongs to resin plastic type stock, and the welding centering support that conventional reinforcing bar stock centering welding stent adopted because of the unable welding of resin fibre, adopts the mode formation support of artifical ligature and steel wire ligature for the glass fiber muscle, is convenient for expand the length of difference, has increased the effect of using.
Drawings
Fig. 1 is a schematic front view of a cross-sectional structure of the present invention;
FIG. 2 is a schematic side view of a cross-sectional structure of the glass fiber reinforced plastic of the present invention;
fig. 3 is a schematic side view of the centering bracket of the present invention;
fig. 4 is a schematic view of the front view partial section structure of the reinforcing plate of the present invention.
In the figure: 1. a glass fiber rib; 2. centering the bracket; 3. the centering bracket fixes the circular ring; 4. the bracket is bound with the glass fiber reinforced plastic by a steel wire; 5. a connecting seat; 6. a reinforcing plate; 7. and (4) connecting the blocks.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Example 1: referring to fig. 1-4, a centering bracket assembly of a glass fiber reinforced anchor rod comprises a glass fiber reinforced bar 1, a bracket is arranged outside the glass fiber reinforced bar 1 and is bound with a steel wire 4 for the glass fiber reinforced bar, the bracket and the outside of the steel wire bound 4 for the glass fiber reinforced bar are fixedly connected with a centering bracket fixing ring 3, the outside of the centering bracket fixing ring 3 is fixedly connected with a centering bracket 2, and a reinforcing structure is arranged inside the glass fiber reinforced bar 1;
referring to fig. 1-4, the centering bracket assembly of the glass fiber reinforced bolt further comprises a reinforcing structure, the reinforcing structure comprises connecting seats 5, the connecting seats 5 are fixedly connected to the top ends of the insides of the glass fiber reinforced bars 1, the connecting seats 5 are symmetrically provided with connecting blocks 7 about the horizontal center line of the glass fiber reinforced bars 1, reinforcing plates 6 are fixedly connected between the connecting seats 5 and the connecting blocks 7, the lengths of the reinforcing plates 6 are equal, and the reinforcing plates 6 are arranged in the insides of the glass fiber reinforced bars 1 at equal intervals;
the width of the inside of the connecting seat 5 is larger than that of the outside of the connecting block 7, and a clamping structure is formed between the connecting seat 5 and the connecting block 7;
specifically, as shown in fig. 1, fig. 2 and fig. 4, connecting seat 5 and connecting block 7 are provided with a plurality of groups to fix respectively at the inside top and the bottom of glass fiber reinforcement 1, fixedly connected with reinforcing plate 6 between connecting seat 5 and the connecting block 7 has increased the structural strength that glass fiber reinforcement 1 used, has guaranteed the bending resistance of the 1 continuous wall of glass fiber reinforcement in stability and the foundation ditch excavation stage when 1 cage of glass fiber reinforcement lifts by crane, shearing resistance bearing capacity.
Example 2: the centering brackets 2 are annularly distributed outside the glass fiber ribs 1;
specifically, as shown in fig. 1, 2 and 4, the anchor rod 1 has high tensile strength and low shear strength, so that the anchor rod is convenient to cut, does not damage a cutter, greatly saves the manufacturing cost and improves the use efficiency compared with the reinforcing steel bar.
Example 3: the centering brackets 2 are trapezoidal and inverted trapezoidal and are arranged outside the glass fiber ribs 1, the widths of the centering brackets 2 are equal, and the distance between the centering brackets 2 is 2 m;
specifically, as shown in fig. 1, fig. 2, fig. 3 and fig. 4, by using the glass fiber reinforced plastic bar 1, the glass fiber reinforced plastic bar 1 belongs to the resin plastic type anchor rod, and the welding centering bracket adopted by the conventional reinforcing steel bar anchor rod centering welding bracket adopts a steel wire binding 4 formed by adopting an artificial binding mode and the glass fiber reinforced plastic bar because the resin fiber cannot be welded, so that the different lengths can be conveniently expanded, and the using effect is increased.
The working principle is as follows: the utility model discloses when using, at first, connecting seat 5 and connecting block 7 are provided with a plurality of groups to fix respectively on 1 inside top and the bottom of glass fiber muscle, fixedly connected with reinforcing plate 6 between connecting seat 5 and the connecting block 7 has increased the structural strength that 1 used of glass fiber muscle, has guaranteed the bending resistance of 1 continuous wall of stability and foundation ditch excavation stage glass fiber muscle when 1 cage of glass fiber muscle lifts by crane, the bearing capacity that shears.
Later, through the tensile properties of glass fiber reinforcement 1 stock big and lower shear strength to be convenient for the cutting, and can not cause the cutter to damage, for the reinforcing bar, saved the cost greatly, improved the efficiency of use.
Finally, through using glass fiber muscle 1, glass fiber muscle 1 belongs to resin plastic type stock, and the welding centering support that conventional reinforcing bar stock centering welding support adopted adopts artifical ligature's mode to form support and steel wire ligature 4 for the glass fiber muscle because of the unable welding of resin fibre, is convenient for expand the length of difference, has increased the effect of using.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (6)
1. The utility model provides a centering bracket component of glass fiber muscle stock, includes glass fiber muscle (1), its characterized in that: a support and a steel wire for the glass fiber rib (4) are arranged outside the glass fiber rib (1), centering support fixing rings (3) are fixedly connected to the outsides of the support and the steel wire for the glass fiber rib (4), centering supports (2) are fixedly connected to the outsides of the centering support fixing rings (3), and a reinforcing structure is arranged inside the glass fiber rib (1);
the reinforced structure comprises a connecting seat (5), wherein the connecting seat (5) is fixedly connected to the top end inside the glass fiber rib (1), connecting blocks (7) are symmetrically arranged on the connecting seat (5) relative to the horizontal center line of the glass fiber rib (1), and a reinforcing plate (6) is fixedly connected between the connecting seat (5) and the connecting blocks (7).
2. The centering bracket assembly of a fiberglass reinforced bolt of claim 1, wherein: the width of the inside of the connecting seat (5) is larger than the width of the outside of the connecting block (7), and a clamping structure is formed between the connecting seat (5) and the connecting block (7).
3. The centering bracket assembly of a fiberglass reinforced bolt of claim 1, wherein: the length of the reinforcing plates (6) is equal, and the reinforcing plates (6) are arranged in the glass fiber ribs (1) at equal intervals.
4. The centering bracket assembly of a fiberglass reinforced bolt of claim 1, wherein: the centering supports (2) are annularly distributed outside the glass fiber ribs (1).
5. The centering bracket assembly of a fiberglass reinforced bolt of claim 1, wherein: the centering support (2) is trapezoidal and is arranged outside the glass fiber rib (1) in an inverted trapezoidal mode.
6. The centering bracket assembly of a fiberglass reinforced bolt of claim 1, wherein: the widths of the centering brackets (2) are equal, and the distance between the centering brackets (2) is 2 m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021683621.1U CN213390117U (en) | 2020-08-13 | 2020-08-13 | Centering bracket component of glass fiber reinforced plastic anchor rod |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021683621.1U CN213390117U (en) | 2020-08-13 | 2020-08-13 | Centering bracket component of glass fiber reinforced plastic anchor rod |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213390117U true CN213390117U (en) | 2021-06-08 |
Family
ID=76204973
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021683621.1U Expired - Fee Related CN213390117U (en) | 2020-08-13 | 2020-08-13 | Centering bracket component of glass fiber reinforced plastic anchor rod |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213390117U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115030151A (en) * | 2022-07-08 | 2022-09-09 | 中国五冶集团有限公司 | Anti-floating anchor rod annular support frame |
-
2020
- 2020-08-13 CN CN202021683621.1U patent/CN213390117U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115030151A (en) * | 2022-07-08 | 2022-09-09 | 中国五冶集团有限公司 | Anti-floating anchor rod annular support frame |
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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 |
Granted publication date: 20210608 |
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| CF01 | Termination of patent right due to non-payment of annual fee |