CN114875895A - Underground support pile glass fiber reinforcement-steel reinforcement cage and connecting method thereof - Google Patents
Underground support pile glass fiber reinforcement-steel reinforcement cage and connecting method thereof Download PDFInfo
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 416
- 239000003365 glass fiber Substances 0.000 title claims abstract description 361
- 229910001294 Reinforcing steel Inorganic materials 0.000 title claims abstract description 21
- 238000000034 method Methods 0.000 title claims abstract description 12
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 85
- 230000007246 mechanism Effects 0.000 claims abstract description 54
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 41
- 239000010959 steel Substances 0.000 claims abstract description 41
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 16
- 229910052742 iron Inorganic materials 0.000 claims abstract description 8
- 210000003205 muscle Anatomy 0.000 claims description 143
- 229910001220 stainless steel Inorganic materials 0.000 claims description 40
- 239000010935 stainless steel Substances 0.000 claims description 40
- 238000005728 strengthening Methods 0.000 claims description 21
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 239000011152 fibreglass Substances 0.000 description 8
- 238000005452 bending Methods 0.000 description 3
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 2
- 210000000038 chest Anatomy 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000011151 fibre-reinforced plastic Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 230000005641 tunneling Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229920002748 Basalt fiber Polymers 0.000 description 1
- 239000005391 art glass Substances 0.000 description 1
- 239000012752 auxiliary agent Substances 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000013329 compounding Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000005485 electric heating Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/007—Resins including glasfibers
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Abstract
The invention discloses an underground support pile glass fiber reinforcement-steel reinforcement cage and a connecting method thereof, which solve the technical problem that glass fiber reinforcements and steel reinforcements cannot be stably connected in the prior art. The glass fiber reinforcement-reinforcement cage comprises a glass fiber reinforcement cage and a reinforcement cage, wherein the glass fiber reinforcement cage comprises a glass fiber reinforcement main reinforcement, an annular glass fiber reinforcement and a spiral glass fiber reinforcement stirrup; the main reinforcing steel bar and the main reinforcing glass fiber bar are connected by a buckle mechanism. The connection method mainly comprises the step that the glass fiber reinforcement main reinforcement and the reinforcement main reinforcement are connected by adopting a buckle mechanism, and the glass fiber reinforcement main reinforcement is bound and fixed with the annular glass fiber reinforcement reinforcing rib, the spiral glass fiber reinforcement stirrup and the horizontal glass fiber reinforcement reinforcing rib respectively by adopting No. 10 iron wires. The steel bar main ribs and the glass fiber rib main ribs are connected by the buckle mechanism, so that the whole structure is stable and firm, and the requirement of smooth passing of the shield in the later period can be met.
Description
Technical Field
The invention belongs to the technical field of building construction, and particularly relates to an underground support pile glass fiber reinforcement-steel reinforcement cage and a connecting method thereof.
Background
The glass fiber reinforced plastic has high tensile strength and low shearing strength. The biggest difference between the glass fiber reinforced plastic and the steel bar is that the glass fiber reinforced plastic has small elastic modulus and is a typical brittle material, and the stress-strain curve shows obvious linear relation before fracture, thereby greatly influencing the stability of the glass fiber reinforced plastic cage during lifting and the bending resistance and shearing resistance of the glass fiber reinforced plastic continuous wall in the excavation stage of the foundation pit. The glass fiber reinforced bar has high bearing capacity and strong tensile capacity, the strength of the bar body is twice of that of the threaded steel bar with the same diameter, but the mass of the bar body is only 1/4 of that of the steel bar; the elastic die is stable and is 1/3-2/5 of the steel bar. The electric heating insulation has the characteristics that the thermal expansion coefficient is closer to cement than that of reinforcing steel bars, and the like, and is mostly applied to shield underground continuous walls, upright posts and uplift piles, including the range of the in-out hole ground walls of end wells of subway stations, and most of the underground continuous walls, the upright posts and the uplift piles are made of glass fiber bars. The glass fiber rib is not corroded, has light weight, strong tensile resistance, convenient transportation and operation and has the defect of weak bending property; the reinforcing bar is perishable, heavy, inconvenient transportation, advantage are that the bending is than better, and the elasticity is great.
The glass Fiber Reinforced Plastic (FRP) is a composite material which is formed by compounding high-strength glass fibers serving as a reinforcing material, synthetic resin serving as a base material and a proper amount of auxiliary agents, and is commonly called as a glass Fiber Reinforced Plastic (FRP). Mainly comprises glass fiber reinforced steel bars and basalt fiber reinforced steel bars. Steel bar (also called as threaded steel) with a diameter of 3mm to 32mm is a steel strip, which is a kind of building material. Such as in reinforced concrete, for supporting the skeleton of a structure. Comprises plain round steel bars, ribbed steel bars and twisted steel bars.
In order to reduce the influence of guard pile reinforcing bars on a later stage tunnel tunneling line on a shield tunneling machine, all longitudinal bars, stirrups and reinforcing bars of a guard pile reinforcing cage below the elevation of the basement slab bottom need to be made of glass fiber bars so as to ensure that the later stage shield can smoothly pass through, and common reinforcing bars are still adopted at the upper part of the reinforcing cage. The glass fiber ribs cannot be welded, so that the glass fiber ribs and the reinforcing steel bars can only be overlapped to form a whole. The prior art does not have a method for stably connecting glass fiber reinforcements and glass fiber reinforcements in a reinforcement cage. Thereby lead to in the steel reinforcement cage between the glass fiber muscle, the connection between glass fiber muscle and the reinforcing bar is firm inadequately, influences the whole steadiness of steel reinforcement cage.
Therefore, designing a glass fiber reinforcement-reinforcement cage for an underground support pile and a connection method thereof to realize the stable connection between the glass fiber reinforcement and the reinforcement and between the glass fiber reinforcements becomes a technical problem to be solved by technical personnel in the technical field.
Disclosure of Invention
The technical problem to be solved by the invention is as follows: the underground support pile glass fiber reinforcement-steel reinforcement cage and the connection method thereof are provided, and the technical problem that glass fiber reinforcements and steel reinforcements cannot be stably connected in the prior art is solved.
In order to achieve the purpose, the technical scheme adopted by the invention is as follows:
a glass fiber reinforcement-steel reinforcement cage for an underground support pile comprises a glass fiber reinforcement cage formed by erecting glass fiber reinforcements and a steel reinforcement cage which is formed by erecting steel reinforcements and is connected with the glass fiber reinforcement cage; the glass fiber reinforcement cage comprises a plurality of glass fiber reinforcement main reinforcements which are uniformly distributed in the circumferential direction, annular glass fiber reinforcement reinforcing ribs connected with the glass fiber reinforcement main reinforcements, and spiral glass fiber reinforcement stirrups connected with the glass fiber reinforcement main reinforcements; the main reinforcement of the reinforcement cage is connected with the main reinforcement of the glass fiber reinforcement by a buckle mechanism.
Furthermore, the glass fiber rib cage further comprises a plurality of horizontal glass fiber rib reinforcing rib rings which are distributed at equal intervals in the vertical direction, each horizontal glass fiber rib reinforcing rib ring comprises three horizontal glass fiber rib reinforcing ribs connected with the glass fiber rib main ribs, and the three horizontal glass fiber rib reinforcing ribs in the same horizontal glass fiber rib reinforcing rib ring are connected end to form a triangle.
Furthermore, the glass fiber reinforcement main reinforcement is bound and fixed with the annular glass fiber reinforcement reinforcing rib, the spiral glass fiber reinforcement stirrup and the horizontal glass fiber reinforcement reinforcing rib respectively by a No. 10 iron wire.
Furthermore, buckle mechanism includes U type bolt to and with reinforcing bar owner muscle and glass fiber muscle owner muscle lock solid locking mechanism in U type bolt.
Furthermore, the locking mechanism comprises a stainless steel backing plate sleeved at the opening end of the U-shaped bolt and a nut matched with the U-shaped bolt and used for locking the stainless steel backing plate on the U-shaped bolt; a locking space is formed between the stainless steel backing plate and the U-shaped bolt, and the steel bar main rib and the glass fiber rib main rib are fixed in the locking space.
Further, the stainless steel backing plate has a thickness of 10 mm.
Furthermore, two long waist-shaped through holes matched with the threaded ends of the opening ends of the U-shaped bolts are formed in the stainless steel backing plate, and the U-shaped bolts penetrate through the long waist-shaped through holes; the length of the long waist-shaped through hole is 30mm, and the width of the long waist-shaped through hole is 14 mm.
Furthermore, there are a plurality of annular glass fiber muscle strengthening ribs, all are the horizontal distribution, equidistantly tie up on glass fiber muscle owner muscle in vertical direction.
Furthermore, when the main reinforcing steel bar and the main reinforcing glass fiber bar are connected by adopting a buckle mechanism, the lap joint length of the main reinforcing steel bar and the main reinforcing glass fiber bar is 1200 mm.
A method for connecting a glass fiber reinforcement and a reinforcement cage of an underground support pile comprises the steps that the glass fiber reinforcement cage and the reinforcement cage are connected through a glass fiber reinforcement main reinforcement in the glass fiber reinforcement cage and a reinforcement main reinforcement in the reinforcement cage by a buckling mechanism, the lap joint length between the reinforcement main reinforcement and the glass fiber reinforcement main reinforcement is 1200mm, and the reinforcement main reinforcement and the glass fiber reinforcement main reinforcement are arranged in a staggered connection mode according to 50% of reinforcements; the glass fiber muscle owner muscle adopts No. 10 iron wires to be fixed with annular glass fiber muscle strengthening rib, spiral glass fiber muscle stirrup and the ligature of horizontal glass fiber muscle strengthening rib respectively, and glass fiber muscle owner muscle, annular glass fiber muscle strengthening rib, spiral glass fiber muscle stirrup and horizontal glass fiber muscle connection, anchor length between the strengthening rib are all not less than ordinary reinforced bar connection, anchor length 1.25 times.
Compared with the prior art, the invention has the following beneficial effects:
the underground supporting pile glass fiber reinforcement-reinforcement cage has the advantages of simple structure, scientific and reasonable design and convenient use, and the underground supporting pile glass fiber reinforcement-reinforcement cage comprises a glass fiber reinforcement cage and a reinforcement cage; the glass fiber reinforcement cage comprises a glass fiber reinforcement main reinforcement, an annular glass fiber reinforcement reinforcing rib and a spiral glass fiber reinforcement stirrup; the reinforcing bar owner muscle adopts buckle mechanism to be connected with the glass fiber muscle owner muscle, and whole stable in structure is firm, can also satisfy the later stage shield simultaneously and pass through the requirement smoothly.
The buckling mechanism comprises the U-shaped bolt, the stainless steel base plate and the nut, and is simple in structure and high in universality. The steel bar main reinforcement and the glass fiber reinforcement main reinforcement are arranged in the U-shaped bolt in parallel in a penetrating way, then the stainless steel backing plate is sleeved at the opening end of the U-shaped bolt, two screw caps are screwed on the opening end of the U-shaped bolt, thus the stainless steel backing plate is locked at the opening end of the U-shaped bolt through the screw caps, thereby firmly lock reinforcing bar owner muscle and glass fiber muscle owner muscle in U type bolt, U type bolt opening internal diameter is a bit bigger than reinforcing bar owner muscle external diameter or glass fiber muscle owner muscle external diameter and be less than reinforcing bar owner muscle external diameter or the main muscle external diameter of glass fiber muscle of 1.2 times, both made things convenient for reinforcing bar owner muscle and glass fiber muscle owner muscle to wear to locate in the U type bolt, can prevent effectively again that stainless steel backing plate from locking reinforcing bar owner muscle and glass fiber muscle main muscle and U type bolt from producing great lieing in when locking reinforcing bar owner muscle and glass fiber muscle owner muscle, reinforcing bar owner muscle and glass fiber muscle owner muscle are fixed mutually through two buckle mechanisms. So can effectively realize between reinforcing bar owner muscle and the glass fiber muscle owner muscle to and the firm connection between glass fiber muscle owner muscle and annular glass fiber muscle strengthening rib, spiral glass fiber muscle stirrup, the horizontal glass fiber muscle strengthening rib.
Drawings
Fig. 1 is a schematic structural diagram of an underground support pile glass fiber reinforcement-reinforcement cage.
Fig. 2 is a cross-sectional view a-a of fig. 1.
Fig. 3 is a schematic view of the connection between the main reinforcement of the steel bar and the main reinforcement of the glass fiber bar through a buckle mechanism.
Fig. 4 is another schematic view of the connection between the main reinforcement of the steel bar and the main reinforcement of the glass fiber bar through the fastening mechanism.
Fig. 5 is a schematic view of the connection section of the main reinforcement of the steel bar and the main reinforcement of the glass fiber bar through the fastening mechanism.
FIG. 6 is a schematic view of a U-bolt structure according to the present invention.
FIG. 7 is a schematic diagram of a stainless steel gasket structure according to the present invention.
Wherein, the names corresponding to the reference numbers are:
the steel bar comprises 1-a glass fiber reinforcement cage, 2-a reinforcement cage, 3-a reinforcement main rib, 4-a glass fiber reinforcement main rib, 5-U-shaped bolts, 6-a stainless steel base plate, 7-nuts, 8-long waist-shaped through holes, 9-an annular glass fiber reinforcement reinforcing rib, 10-a spiral glass fiber reinforcement stirrup, 11-a horizontal glass fiber reinforcement reinforcing rib and 12-a buckle mechanism.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described in detail below with reference to the accompanying drawings. It should be apparent that the described embodiments are only some embodiments of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The underground supporting pile glass fiber reinforcement-reinforcement cage has the advantages of simple structure, scientific and reasonable design and convenient use, and the underground supporting pile glass fiber reinforcement-reinforcement cage comprises a glass fiber reinforcement cage and a reinforcement cage; the glass fiber reinforcement cage comprises a glass fiber reinforcement main reinforcement, an annular glass fiber reinforcement reinforcing rib and a spiral glass fiber reinforcement stirrup; the reinforcing bar owner muscle adopts buckle mechanism to be connected with the glass fiber muscle owner muscle, and whole stable in structure is firm, can also satisfy the later stage shield simultaneously and pass through the requirement smoothly.
Embodiment 2, as shown in fig. 1 to 7, the glass fiber reinforcement cage for an underground support pile provided by the present invention includes a glass fiber reinforcement cage 1 formed by building glass fiber reinforcements, and a reinforcement cage 2 formed by building reinforcement and connected to the glass fiber reinforcement cage 1; the glass fiber reinforcement cage 1 comprises a plurality of glass fiber reinforcement main reinforcements 4 which are uniformly distributed in the circumferential direction, annular glass fiber reinforcement reinforcing ribs 9 connected with the glass fiber reinforcement main reinforcements 4, and spiral glass fiber reinforcement stirrups 10 connected with the glass fiber reinforcement main reinforcements 4; the main reinforcement 3 of the reinforcement cage 2 is connected with the main reinforcement 4 of the glass fiber reinforcement by a buckle mechanism. The glass fiber reinforcement cage 1 further comprises a plurality of horizontal glass fiber reinforcement rings which are distributed at equal intervals in the vertical direction, each horizontal glass fiber reinforcement ring comprises three horizontal glass fiber reinforcement reinforcing ribs 11 connected with the glass fiber reinforcement main ribs 4, and the three horizontal glass fiber reinforcement reinforcing ribs 11 in the same horizontal glass fiber reinforcement ring are connected end to form a triangle.
In this embodiment 2, on the basis of embodiment 1, a more preferable structure of the glass fiber reinforcement cage 1 is provided, which specifically includes: the glass fiber rib cage 1 further comprises a plurality of horizontal glass fiber rib reinforcing rib rings which are distributed at equal intervals in the vertical direction, each horizontal glass fiber rib reinforcing rib ring comprises three horizontal glass fiber rib reinforcing ribs 11 connected with the glass fiber rib main ribs 4, and the three horizontal glass fiber rib reinforcing ribs 11 in the same horizontal glass fiber rib reinforcing rib ring are connected end to form a triangle. By the design, the structure of the glass fiber reinforcement cage 1 can be better and firmer.
This embodiment 3 gives better preferred connection structure between glass fiber muscle owner muscle 4 and annular glass fiber muscle strengthening rib 9, spiral glass fiber muscle stirrup 10 and the horizontal glass fiber muscle strengthening rib 11 on the basis of embodiment 2, specifically is: the glass fiber reinforcement main reinforcement 4 is bound and fixed with the annular glass fiber reinforcement reinforcing rib 9, the spiral glass fiber reinforcement stirrup 10 and the horizontal glass fiber reinforcement reinforcing rib 11 respectively by using No. 10 iron wires. So design can make glass fiber muscle owner muscle 4, annular glass fiber muscle strengthening rib 9, spiral glass fiber muscle stirrup 10 and level glass fiber muscle strengthening rib 11 between the firm connection, does not influence the later stage shield structure machine simultaneously again and passes through the construction.
In this embodiment 4, on the basis of embodiment 1, a more preferable structure of the fastening mechanism is provided, which specifically includes: the buckle mechanism comprises a U-shaped bolt 5 and a locking mechanism for locking the steel bar main rib 3 and the glass fiber rib main rib 4 in the U-shaped bolt 5. So design, simple structure not only can high efficiency in addition fix reinforcing bar owner muscle 3 and the locking of glass fiber muscle owner muscle 4 in U type bolt 5, can effectively solve reinforcing bar owner muscle 3 and the main muscle 4 of glass fiber muscle because of can not welding and the unable reliable fixed connection's of the main muscle problem.
In this embodiment 5, a more preferable structure of the locking mechanism is provided on the basis of embodiment 4, which specifically includes: the locking mechanism comprises a stainless steel backing plate 6 sleeved at the opening end of the U-shaped bolt 5 and a nut 7 which is matched with the U-shaped bolt 5 and used for locking the stainless steel backing plate 6 on the U-shaped bolt 5; a locking space is formed between the stainless steel backing plate 6 and the U-shaped bolt 5, and the steel bar main rib 3 and the glass fiber rib main rib 4 are fixed in the locking space. So design, simple structure not only can high efficiency in addition fix reinforcing bar owner muscle 3 and the locking of glass fiber muscle owner muscle 4 in U type bolt 5, can effectively solve reinforcing bar owner muscle 3 and the main muscle 4 of glass fiber muscle because of can not welding and the unable reliable fixed connection's of the main muscle problem.
In this embodiment 6, on the basis of embodiment 5, a more preferable structure of the stainless steel backing plate 6 is given, specifically: the stainless steel backing plate 6 has a thickness of 10 mm. So design, can effectively guarantee the structural strength of stainless steel backing plate 6 to guarantee the connection locking strength of reinforcing bar owner muscle 3 and glass fiber muscle owner muscle 4.
Embodiment 7, as shown in fig. 1 to 7, the glass fiber reinforcement cage for an underground support pile according to the present invention includes a glass fiber reinforcement cage 1 formed by building glass fiber reinforcements, and a reinforcement cage 2 formed by building reinforcement and connected to the glass fiber reinforcement cage 1; the glass fiber reinforcement cage 1 comprises a plurality of glass fiber reinforcement main reinforcements 4 which are uniformly distributed in the circumferential direction, annular glass fiber reinforcement reinforcing ribs 9 connected with the glass fiber reinforcement main reinforcements 4, and spiral glass fiber reinforcement stirrups 10 connected with the glass fiber reinforcement main reinforcements 4; the main reinforcement 3 of the reinforcement cage 2 is connected with the main reinforcement 4 of the glass fiber reinforcement by a buckle mechanism. The buckle mechanism comprises a U-shaped bolt 5 and a locking mechanism for locking the steel bar main rib 3 and the glass fiber rib main rib 4 in the U-shaped bolt 5. The locking mechanism comprises a stainless steel backing plate 6 sleeved at the opening end of the U-shaped bolt 5 and a nut 7 which is matched with the U-shaped bolt 5 and used for locking the stainless steel backing plate 6 on the U-shaped bolt 5; a locking space is formed between the stainless steel backing plate 6 and the U-shaped bolt 5, and the steel bar main rib 3 and the glass fiber rib main rib 4 are fixed in the locking space. The stainless steel backing plate 6 is provided with two long waist-shaped through holes 8 matched with the threaded ends of the opening ends of the U-shaped bolts 5, and the U-shaped bolts 5 penetrate through the long waist-shaped through holes 8; the length of the long waist-shaped through hole 8 is 30mm, and the width is 14 mm.
In this embodiment 7, on the basis of embodiment 5, a more preferable structure of the stainless steel backing plate 6 is given, specifically: the stainless steel backing plate 6 is provided with two long waist-shaped through holes 8 matched with the threaded ends of the opening ends of the U-shaped bolts 5, and the U-shaped bolts 5 penetrate through the long waist-shaped through holes 8; the length of the long waist-shaped through hole 8 is 30mm, and the width is 14 mm. So design, can conveniently be with 6 suit in 5 open ends of U type bolt of stainless steel backing plate, improve the connection efficiency of reinforcing bar owner muscle 3 and glass fiber muscle owner muscle 4.
In this embodiment 8, on the basis of embodiment 1, a more preferable structure of the annular glass fiber reinforced plastic rib 9 is provided, specifically: the annular glass fiber reinforcement reinforcing ribs 9 are a plurality of and are all horizontally distributed and equidistantly bound on the glass fiber reinforcement main ribs 4 in the vertical direction. So design, can effectively strengthen glass fiber muscle cage 1's firm intensity.
This embodiment 9 provides a better preferred connection structure between reinforcing bar owner muscle 3 and glass fiber reinforcement muscle 4 on the basis of embodiment 1, specifically is: the lapping length of the reinforcing steel bar main reinforcement 3 and the glass fiber reinforcement main reinforcement 4 is 1200mm when the reinforcing steel bar main reinforcement and the glass fiber reinforcement main reinforcement are connected by adopting a buckling mechanism. So design, can set up two at least buckle mechanisms between reinforcing bar owner muscle 3 and glass fiber muscle owner muscle 4, can effectively guarantee the joint strength between reinforcing bar owner muscle 3 and the glass fiber muscle owner muscle 4.
The buckling mechanism comprises the U-shaped bolt, the stainless steel base plate and the nut, and is simple in structure and high in universality. The steel bar main reinforcement and the glass fiber reinforcement main reinforcement are arranged in the U-shaped bolt in parallel in a penetrating way, then the stainless steel backing plate is sleeved at the opening end of the U-shaped bolt, two screw caps are screwed on the opening end of the U-shaped bolt, thus the stainless steel backing plate is locked at the opening end of the U-shaped bolt through the screw caps, thereby firmly lock reinforcing bar owner muscle and glass fiber muscle owner muscle in U type bolt, U type bolt opening internal diameter is a bit bigger than reinforcing bar owner muscle external diameter or glass fiber muscle owner muscle external diameter and be less than 1.2 times reinforcing bar owner muscle external diameter or glass fiber muscle owner muscle external diameter, both made things convenient for reinforcing bar owner muscle and glass fiber muscle owner muscle to wear to locate in U type bolt, can prevent effectively again that the stainless steel backing plate from locking reinforcing bar owner muscle and glass fiber muscle owner muscle and U type bolt produce great lieing in when locking reinforcing bar owner muscle and glass fiber muscle owner muscle, reinforcing bar owner muscle and glass fiber muscle owner muscle are fixed mutually through two buckle mechanisms. So can effectively realize between reinforcing bar owner muscle and the glass fiber muscle owner muscle to and the firm connection between glass fiber muscle owner muscle and annular glass fiber muscle strengthening rib, spiral glass fiber muscle stirrup, the horizontal glass fiber muscle strengthening rib.
By adopting the method, not only can the steel bar main reinforcement be effectively and stably connected with the glass fiber reinforcement main reinforcement, but also the glass fiber reinforcement main reinforcement, the annular glass fiber reinforcement reinforcing rib, the spiral glass fiber reinforcement stirrup and the horizontal glass fiber reinforcement reinforcing rib can be stably connected. So can effectively solve between prior art glass fiber muscle and the reinforcing bar to and the technical problem of unable firm connection between the glass fiber muscle.
Finally, it should be noted that: the above embodiments are only preferred embodiments of the present invention to illustrate the technical solutions of the present invention, but not to limit the technical solutions, and certainly not to limit the patent scope of the present invention; while the invention has been described in detail and with reference to the foregoing embodiments, it will be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; the modifications or the substitutions do not make the essence of the corresponding technical solutions depart from the scope of the technical solutions of the embodiments of the present invention; that is, the technical problems to be solved by the present invention are still consistent with the present invention, and all the modifications or changes made without substantial meaning in the spirit and scope of the present invention should be included in the protection scope of the present invention; in addition, the technical scheme of the invention is directly or indirectly applied to other related technical fields, and the technical scheme is included in the patent protection scope of the invention.
Claims (10)
1. The glass fiber reinforcement-steel reinforcement cage for the underground support piles is characterized by comprising a glass fiber reinforcement cage (1) formed by erecting glass fiber reinforcements and a steel reinforcement cage (2) which is formed by erecting steel reinforcements and is connected with the glass fiber reinforcement cage (1); the glass fiber reinforcement cage (1) comprises a plurality of glass fiber reinforcement main reinforcements (4) which are uniformly distributed in the circumferential direction, annular glass fiber reinforcement reinforcing ribs (9) connected with the glass fiber reinforcement main reinforcements (4), and spiral glass fiber reinforcement stirrups (10) connected with the glass fiber reinforcement main reinforcements (4); the main reinforcement (3) of the reinforcement cage (2) is connected with the main reinforcement (4) of the glass fiber reinforcement by a buckle mechanism.
2. A glass fiber reinforcement-reinforcement cage for an underground support pile according to claim 1, wherein the glass fiber reinforcement cage (1) further comprises a plurality of horizontal glass fiber reinforcement rings which are distributed at equal intervals in the vertical direction, each horizontal glass fiber reinforcement ring comprises three horizontal glass fiber reinforcement reinforcing ribs (11) connected with the glass fiber reinforcement main ribs (4), and the three horizontal glass fiber reinforcement reinforcing ribs (11) in the same horizontal glass fiber reinforcement ring are connected end to form a triangle.
3. A glass fiber reinforcement cage for an underground retaining pile according to claim 2, wherein the glass fiber reinforcement main reinforcement (4) is bound and fixed with the annular glass fiber reinforcement reinforcing rib (9), the spiral glass fiber reinforcement stirrup (10) and the horizontal glass fiber reinforcement reinforcing rib (11) by using No. 10 iron wires.
4. A underground fender post glass fiber reinforcement-steel reinforcement cage according to claim 1, characterized in that the buckle mechanism comprises a U-shaped bolt (5), and a locking mechanism for locking the steel reinforcement main reinforcement (3) and the glass fiber reinforcement main reinforcement (4) in the U-shaped bolt (5).
5. A underground support pile glass fiber reinforcement-steel reinforcement cage according to claim 4, wherein the locking mechanism comprises a stainless steel backing plate (6) sleeved at the open end of the U-shaped bolt (5), and a nut (7) adapted to the U-shaped bolt (5) and used for locking the stainless steel backing plate (6) on the U-shaped bolt (5); a locking space is formed between the stainless steel backing plate (6) and the U-shaped bolt (5), and the steel bar main rib (3) and the glass fiber rib main rib (4) are fixed in the locking space.
6. An underground fender post glass fiber reinforcement-steel reinforcement cage according to claim 5, characterized in that the thickness of the stainless steel backing plate (6) is 10 mm.
7. The underground support pile glass fiber reinforcement-steel reinforcement cage as claimed in claim 5, wherein the stainless steel backing plate (6) is provided with two long waist-shaped through holes (8) matched with the threaded ends of the open ends of the U-shaped bolts (5), and the U-shaped bolts (5) are arranged in the long waist-shaped through holes (8) in a penetrating manner; the length of the long waist-shaped through hole (8) is 30mm, and the width of the long waist-shaped through hole is 14 mm.
8. A glass fiber reinforcement-reinforcement cage for an underground fender post according to claim 1, wherein a plurality of the annular glass fiber reinforcement reinforcing ribs (9) are horizontally distributed and are bonded to the glass fiber reinforcement main reinforcement (4) at equal intervals in the vertical direction.
9. A underground fender post glass fiber reinforcement-steel reinforcement cage according to claim 1, characterized in that the overlap length of the steel reinforcement main reinforcement (3) and the glass fiber reinforcement main reinforcement (4) is 1200mm when the two are connected by a buckle mechanism.
10. The method for connecting the glass fiber reinforcement and the reinforcement cage of the underground support pile according to any one of claims 1 to 9, wherein the glass fiber reinforcement cage is connected with the reinforcement cage through a glass fiber reinforcement main reinforcement in the glass fiber reinforcement cage and a reinforcement main reinforcement in the reinforcement cage by a buckling mechanism, the lap joint length between the reinforcement main reinforcement and the glass fiber reinforcement main reinforcement is 1200mm, and the reinforcement main reinforcement and the glass fiber reinforcement main reinforcement are arranged in a staggered connection manner according to 50% of reinforcements; the glass fiber muscle owner muscle adopts 10 # iron wires respectively with annular glass fiber muscle strengthening rib, spiral glass fiber muscle stirrup and horizontal glass fiber muscle strengthening rib ligature fixed, the connection between glass fiber muscle owner muscle, annular glass fiber muscle strengthening rib, spiral glass fiber muscle stirrup and the horizontal glass fiber muscle strengthening rib, anchor length, all not less than ordinary rebar connection, anchor length 1.25 times.
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2022
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| CN211230506U (en) * | 2019-08-29 | 2020-08-11 | 中铁隧道集团二处有限公司 | Combined type underground wall reinforcement cage |
| CN211472510U (en) * | 2019-10-23 | 2020-09-11 | 江苏兴厦建设工程集团有限公司 | GFRP reinforcing bar combination is strutted |
| CN217536926U (en) * | 2022-05-19 | 2022-10-04 | 中国五冶集团有限公司 | Underground support pile glass fiber reinforcement-steel reinforcement cage |
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