CN213233441U - Self-reducing guide cap and tension-compression composite anchor rod using the same - Google Patents
Self-reducing guide cap and tension-compression composite anchor rod using the same Download PDFInfo
- Publication number
- CN213233441U CN213233441U CN202021865269.3U CN202021865269U CN213233441U CN 213233441 U CN213233441 U CN 213233441U CN 202021865269 U CN202021865269 U CN 202021865269U CN 213233441 U CN213233441 U CN 213233441U
- Authority
- CN
- China
- Prior art keywords
- plate
- curved surface
- curved
- cylinder
- guide
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000007906 compression Methods 0.000 title claims abstract description 11
- 239000002131 composite material Substances 0.000 title claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 59
- 239000010959 steel Substances 0.000 claims abstract description 59
- 239000004519 grease Substances 0.000 claims description 19
- 238000004873 anchoring Methods 0.000 claims description 16
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 14
- 230000000149 penetrating effect Effects 0.000 claims description 10
- 150000001875 compounds Chemical class 0.000 claims description 7
- 238000004804 winding Methods 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 34
- 238000005260 corrosion Methods 0.000 abstract description 9
- 238000005553 drilling Methods 0.000 description 25
- 239000010410 layer Substances 0.000 description 18
- 210000002435 tendon Anatomy 0.000 description 18
- 239000003921 oil Substances 0.000 description 16
- 238000005096 rolling process Methods 0.000 description 15
- 239000004568 cement Substances 0.000 description 11
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 10
- 235000017491 Bambusa tulda Nutrition 0.000 description 10
- 241001330002 Bambuseae Species 0.000 description 10
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 10
- 239000011425 bamboo Substances 0.000 description 10
- 230000003014 reinforcing effect Effects 0.000 description 10
- 239000002002 slurry Substances 0.000 description 10
- 238000000034 method Methods 0.000 description 7
- 210000003205 muscle Anatomy 0.000 description 7
- 238000007789 sealing Methods 0.000 description 7
- 238000007667 floating Methods 0.000 description 6
- 238000003825 pressing Methods 0.000 description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 239000004567 concrete Substances 0.000 description 5
- 230000005540 biological transmission Effects 0.000 description 4
- 230000007797 corrosion Effects 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 238000007599 discharging Methods 0.000 description 2
- 239000011241 protective layer Substances 0.000 description 2
- 238000007569 slipcasting Methods 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 239000011324 bead Substances 0.000 description 1
- 239000003433 contraceptive agent Substances 0.000 description 1
- 230000002254 contraceptive effect Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 239000010720 hydraulic oil Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 125000003003 spiro group Chemical group 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
本实用新型涉及自变径导向帽，包括导向曲面板、曲面变径条、肋板和连接筒。所述导向曲面板为曲面半球形状，所述曲面变径条为曲面条形状，所述导向曲面板与所述曲面变径条连接成一体，其轮廓线为曲线形，导向帽中间设置有连接筒，连接筒内壁设置有与精轧螺纹钢表面肋丝相配合使用的第四内螺丝，所述连接筒与所述导向曲面板采用所述肋板连接。本实用新型具有装置简单可靠，施工快捷，能适应锚杆钻孔直径大小不均的条件，保证锚杆杆体具有良好的居中能力的特点。本实用新型还提出了采用该导向帽的拉压复合型锚杆，其具有施工快捷、能够缩短工期的优点，以及锚杆杆体具有良好的防腐性能的显著优点。
The utility model relates to a self-reducing guide cap, which comprises a guiding curved plate, a curved surface reducing strip, a rib plate and a connecting cylinder. The guide curved plate is in the shape of a curved surface hemisphere, the curved surface variable diameter strip is in the shape of a curved surface strip, the guide curved surface plate and the curved surface variable diameter strip are connected into one body, the contour line is curved, and a connection is provided in the middle of the guide cap. The inner wall of the connecting cylinder is provided with a fourth inner screw used in cooperation with the surface rib wire of the finish-rolled threaded steel, and the connecting cylinder and the guide curved plate are connected by the rib plate. The utility model has the characteristics of simple and reliable device, fast construction, and can adapt to the condition that the diameter of the bolt hole is uneven, and ensures that the bolt body has the characteristics of good centering ability. The utility model also proposes a tension-compression composite anchor rod using the guide cap, which has the advantages of fast construction, shortened construction period, and remarkable advantages that the anchor rod body has good anti-corrosion performance.
Description
Technical Field
The utility model relates to a from compound stock of drawing of reducing direction cap and adoption this direction cap belongs to construction technical field.
Background
The anchor rod can provide the uplift resistance by depending on the bonding effect between the anchor rod and the anchoring ground, and the anchor rod is widely applied to engineering construction such as foundation pits, side slopes, water conservancy and building uplift resistance because of the obvious advantages of convenient construction, high uplift resistance and the like.
After the anchor rod is stressed, the force transmission path of the structure is as follows in sequence: the outer end passes power roof beam and transmits power for the anchor head, and the anchor head transmits power for the reinforcing bar of anchor section through the stock free segment, and the rethread reinforcing bar is with the adhesive effect of grout and ground layer with the transmission for stable ground layer of power. In the process of force transmission, the transmission of the bonding force of the reinforcing steel bar and cement paste is an important link, and the centering, the inclination, the deviation and other construction factors of the reinforcing steel bar directly influence the uplift bearing capacity of the anchor rod, so that the centering and the guiding construction of the reinforcing steel bar are extremely important in the anchor rod construction process.
The anchor rod (for example, for the reinforcing bar) centering and the direction construction of current anchor rod are extremely important in the work progress, in order to lead to the anchor rod, can set up the direction cap at the tip of anchor rod, the external diameter of current direction cap is fixed dimension mostly, generally is less than anchor rod drilling diameter, because anchor rod drilling in-process, anchor rod drilling diameter receives the drilling rod shake, the local collapse of pore wall, the drilling is deviated the axial, local drilling diameter reason such as small partially, lead to the anchor rod drilling not uniform diameter, phenomenons such as local reaming or cable hole, inclined hole ubiquitous. Therefore, the following engineering accidents are easily caused in the process of drilling a hole below the anchor rod body by using the guide cap with the fixed diameter size: (1) the deviation of the anchor rod body from the axis causes the deviation of the axis of the steel bar and the axis of the anchor rod drilling hole, the stress of the anchor rod steel bar is seriously influenced, and great potential safety hazard is brought to engineering; (2) at the shrinkage cavity department, the direction cap diameter is greater than the drilling diameter, and the stock body of rod can't pass the shrinkage cavity section, leads to the stock body of rod can't put into the drilling, seriously influences the time limit for a project. (3) At the reaming position, the guide cap leads the anchor rod body to deviate from the axis seriously due to sinking, and even clings to the hole wall, thus leading the uplift bearing capacity to be reduced seriously and causing great potential safety hazard.
Therefore, the problem of engineering can be effectively solved by researching and developing the guide cap which can actively change the diameter within a certain anchor rod drilling diameter variation range. Accordingly, the present inventors have made extensive studies to solve the above problems and have made the present invention.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a simple and easy reliable structure, can adapt to the self-reducing guide cap that the stock drilling diameter changes, it has the ability that adapts to the stock drilling diameter change, can initiatively change the guide cap diameter according to the stock drilling diameter, effectively guarantee the centering of stock reinforcing bar; another object of the utility model is to provide an adopt this direction cap draw and press compound stock, it has the construction swiftly, can the reduction of erection time, be applicable to the advantage of permanent anchor engineering.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
from reducing direction cap, including direction curved plate, curved surface reducing strip, floor and connecting cylinder, the outer wall of direction curved plate is curved surface hemisphere shape, curved surface reducing strip is curved surface bar form, direction curved plate with curved surface reducing strip links into an integrated entity and forms the curved surface outline, and the connecting cylinder sets up in the direction curved plate, the connecting cylinder inner wall is provided with the fourth interior screw that cooperatees and use with the stock body of rod, the connecting cylinder with direction curved plate adopts the floor is connected.
As a preferred mode of the utility model, curved surface reducing strip is many, many curved surface reducing strip follows the circumferencial direction of direction curved plate is evenly laid.
As a preferred mode of the present invention, the rib plate is a plurality of, and a plurality of rib plates are arranged along the circumferential direction of the inner wall of the guide curved plate.
As an optimized mode of the present invention, the outer diameter of the curved outer contour is gradually increased from the guiding curved plate to the curved reducing strip, the maximum outer diameter of the guiding curved plate is 0.5 to 0.6 times of the diameter of the anchor rod drilled hole, and the maximum diameter of the circumference where the outer wall of the curved reducing strip is located is 1.0 to 1.4 times of the diameter of the anchor rod drilled hole.
As an optimized mode of the utility model, the stock body of rod is the finish rolling screw-thread steel, the finish rolling screw-thread steel can directly be twisted soon in the connecting cylinder.
The utility model discloses still provide draw and press compound stock, including the stock body of rod, the cover is established and is equipped with first cylinder bearing plate and direction cap on the body, and the stock body of rod forms pressure-bearing anchoring section and is drawn the anchoring section from top to bottom in the both sides of first cylinder bearing plate, the direction cap is including direction curved plate, curved surface reducing strip, floor and connecting cylinder, the outer wall of direction curved plate is the spherical form of curved surface, the curved surface reducing strip is curved surface bar form, the direction curved plate with curved surface reducing strip links into an integrated entity, and the connecting cylinder sets up in the direction curved plate, the connecting cylinder inner wall is provided with the fourth screw that cooperatees and use with the stock body of rod, the connecting cylinder with the direction curved plate adopts the floor is connected.
As a preferred mode of the utility model, still be equipped with first cylinder bearing plate, grease strip, anticorrosive sleeve pipe, bearing plate and second cylinder bearing plate on the stock body of rod of pressure-bearing anchor section scope, be equipped with the external screw thread on the stock body of rod, first cylinder bearing plate with second cylinder bearing plate all be provided with the stock body of rod the internal screw that external screw thread cooperation was used, first cylinder bearing plate cover is established the design position of the stock body of rod, the winding in succession of grease strip is in between first cylinder bearing plate to the second cylinder bearing plate the surface of the stock body of rod, the grease strip overcoat is equipped with anticorrosive sleeve pipe.
As an optimal mode of the utility model, the direction cap with still be equipped with first friction-increasing board and second friction-increasing board between the first cylinder bearing plate, still include the tendon that pulls, first muscle hole of wearing has been seted up on the first cylinder bearing plate the side of second friction-increasing board is equipped with the support leg, sets up the second on the support leg and wears the muscle hole, and the tendon that pulls wears to establish in first muscle hole of wearing and the second wears the muscle hole and extends to direction cap department.
As a preferable mode of the present invention, the rib plate is provided with a connecting groove, and the tension reinforcing bar is inserted into the connecting groove.
After the technical scheme of the utility model is adopted, the finish rolling deformed steel bar of the anchor rod can be directly screwed in the connecting cylinder of the guide cap, and the guide curved plate can ensure that the finish rolling deformed steel bar has reliable protective layer thickness in the process of placing the anchor rod under the anchor rod body and drilling; when the diameter of the anchor rod drilled hole changes within a certain range due to construction, the curved surface reducing strip has good flexibility, and the outer diameter of the curved surface reducing strip is larger than the maximum outer diameter of the guide curved plate, so that the curved surface reducing strip can be compressed in the radial direction of the diameter of the anchor rod drilled hole, can well adapt to the change of the diameter of the anchor rod drilled hole, and always ensures that finish-rolled deformed steel bars are positioned in the middle of the anchor rod drilled hole; the connecting groove can be inserted with reinforcing bars, so that the tensile strength of the cement paste is enhanced, and the durability is improved. The utility model has the characteristics of the device is simple reliable, and the construction is swift, and adaptability is strong.
Drawings
Fig. 1 is a sectional view of a construction completion according to a first embodiment of the present invention.
Fig. 2 is a cross-sectional view of the first cylinder-type bearing plate of the present invention.
Fig. 3 is a top view of the first cylinder type bearing plate of the present invention.
Fig. 4 is a bottom view of the first cylinder-type bearing plate of the present invention.
Fig. 5 is a cross-sectional view taken along line a-a of fig. 2 according to the present invention.
Fig. 6 is a cross-sectional view taken along line B-B of fig. 2 according to the present invention.
Fig. 7 is a cross-sectional view taken along line C-C of fig. 2 according to the present invention.
Fig. 8 is a sectional view of the second cylinder-type bearing plate of the present invention.
Fig. 9 is a top view of the second cylinder-type bearing plate of the present invention.
Fig. 10 is a bottom view of the second cylinder-type bearing plate of the present invention.
Fig. 11 is a cross-sectional view taken along line D-D of fig. 8 according to the present invention.
Fig. 12 is the utility model discloses a first cylinder bearing plate node assembly construction drawing.
Fig. 13 is a cross-sectional view taken along line E-E of fig. 12 according to the present invention.
Fig. 14 is a sectional view taken along line F-F of fig. 12 according to the present invention.
Fig. 15 is a sectional view taken along line G-G of fig. 12 according to the present invention.
Fig. 16 is a sectional view taken along line H-H of fig. 12 according to the present invention.
Fig. 17 is a sectional view of the first friction increasing plate of the present invention.
Fig. 18 is a sectional view taken along line L-L of fig. 17 according to the present invention.
Fig. 19 is a cross-sectional view taken along line M-M of fig. 17 according to the present invention.
Fig. 20 is a sectional view of a second friction increasing plate according to the present invention.
Fig. 21 is a cross-sectional view taken along line N-N of fig. 20 according to the present invention.
Fig. 22 is a connection diagram of the anchor rod body and the structural layer node of the present invention.
Fig. 23 is a cross-sectional view of the middle guide cap of the present invention cooperating with the anchor rod body.
Fig. 24 is a cross-sectional view taken at O-O of fig. 23 according to the present invention.
Fig. 25 is a cross-sectional view taken at P-P of fig. 23 according to the present invention.
Fig. 26 is a cross-sectional view taken along line Q-Q of fig. 23 according to the present invention.
Fig. 27 is a cross-sectional view taken at R-R of fig. 23 according to the present invention.
Fig. 28 is a sectional view of the second embodiment of the present invention showing the completion of the concrete construction of the structural layer.
Fig. 29 is a sectional view showing the completion of the prestress tension according to the second embodiment of the present invention.
In the figure:
100 first cylinder type bearing plate 101 first pressure plate 102 first inner screw cylinder
103 reinforcing rib 104 first inner screw 105 first rib penetrating hole
110 second cylinder type bearing plate 111 bearing plate 112 spiral reinforcing bar 113 second pressing plate
External screw thread at end of U-shaped cylinder 122 of 120 sealing cylinder 121
123U-shaped cover plate 124, second inner screw 125, through hole 126 and sealing ring
127 lower slurry discharging pipe 128 upper gas discharging pipe
130 simple jack 131 oil cylinder 132 oil jack 133 pressure disc
135 oil stop valve of 134 oil inlet pipe
200 finish rolling deformed steel bar 201 external thread 202 grease bar 203 anticorrosion sleeve
210 first friction increasing plate 211, panel 212, screw tube 213 and third internal screw
220 second friction-increasing plate 221 support leg 222 second reinforcement through hole 223 tension reinforcement
230 water stop pipe 231 wing plate 232 round pipe 233 water-swelling rubber pipe
240 cement slurry
300 guide cap 301 guide curved plate 302 curved surface reducing strip
303 rib plate 304 connecting cylinder 305 connecting groove 306 fourth internal screw
310 anchor bolt drilling
400 structural layer 401 bottom layer reinforcing steel bar 402 top layer reinforcing steel bar 403 bent reinforcing steel bar
404 vertical stirrup 405 concrete 406 cushion
Detailed Description
In order to further explain the technical solution of the present invention, the following embodiments are described in detail. Referring to fig. 1 to 27 (in the embodiment, the anchor rod body is finish-rolled deformed steel bar 200, and only one finish-rolled deformed steel bar 200 is illustrated as a rib body), the first embodiment of the present invention provides a quick-assembly type tension-compression composite anchor rod, which includes: the finish-rolled deformed steel bar 200, the first cylinder type bearing plate 100, the first friction increasing plate 210, the second friction increasing plate 220, the grease bar 202, the corrosion-resistant sleeve 203, and the guide cap 300. The guide cap 300 is arranged at the lower end of the finish rolling deformed steel bar 200, the upper end of the finish rolling deformed steel bar 200 is provided with a structural layer 400, the structural layer 400 comprises a bottom reinforcing steel bar 401, a top reinforcing steel bar 402, vertical stirrups 404 arranged between the bottom reinforcing steel bar 401 and the top reinforcing steel bar 402 and bent-up reinforcing steel bars 403 arranged at the top layer, the bent-up reinforcing steel bars 403 are provided with bearing plates 111, and the bearing plates 111 are sleeved on the finish rolling deformed steel bar 200 and locked and pressed on the bent-up reinforcing steel bars 403 through second cylinder type bearing plates 110.
The utility model discloses in, there is external screw thread 201 on finish rolling screw-thread steel 200 surface, first cylinder bearing plate 100, second cylinder bearing plate 110 first increase friction plate 210 the second increase friction plate 220 with the inner wall of direction cap 300 all be provided with finish rolling screw-thread steel 200 the interior screw wire that the cooperation of external screw thread 201 was used, first increase friction plate 210 with second increase friction plate 220 is laid according to the 2-4m interval. Grease strip 202 is the felt of adsorbed grease, grease strip 202 twines in succession between first cylinder bearing plate 100 to bearing plate 111 the 200 surfaces of finish rolling screw-thread steel, grease strip 202 overcoat is equipped with anticorrosive sleeve 203, at the stock body of rod and structural layer 400 juncture anticorrosive sleeve 203 outside, the cover is equipped with in proper order meet water inflation rubber tube 233 and stagnant water pipe 230. Wherein water-swellable rubber tube 233 is made of a well-known water-swellable rubber material. The utility model discloses in, bearing plate 111 below the second cylinder bearing plate 110 still is equipped with spiral reinforcement 112.
Referring to fig. 2 to 29, a second embodiment of the present invention provides a prestressed tension-compression composite anti-floating anchor rod, which is different from the first embodiment in that: still including setting up the sealed section of thick bamboo 120 at the stock body of rod top, sealed section of thick bamboo 120 is the cylindric of the inside cavity that U type section of thick bamboo 121 and U type apron 123 spiro union become, and specifically the outer wall of U type section of thick bamboo 121 is equipped with end external screw 122, and the inner wall of U type apron 123 is equipped with the second internal screw 124 with end external screw 122 complex, and the cover is equipped with simple and easy jack 130 and second cylinder bearing plate 110 on the stock body of rod in the sealed section of thick bamboo 120, is equipped with pressure disc 133 on the oil top 132 of simple and easy jack 130, and pressure disc 133 corresponds second cylinder bearing plate 110 sets up, is connected with into oil pipe on simple and easy jack 130, advances oil pipe 134 and stretches out sealed section of thick bamboo 120, advances oil pipe 134 and stretches out the position of sealed section. The sealing cylinder 120 is provided with a lower slurry pipe 127 and an upper exhaust pipe 128 communicating with the outside.
In the present invention, the first embodiment and the second embodiment have the same structure if the following components are involved.
First cylinder bearing plate 100 comprises annular first clamp plate 101, first interior screw section of thick bamboo 102 and reinforcing plate 103, and first clamp plate 101 sets up in the axial one end of first interior screw section of thick bamboo 102 and sets up with first interior screw section of thick bamboo 102 is perpendicular, the inner wall of first interior screw section of thick bamboo 102 be provided with finish rolling screw-thread steel 200 the first interior screw 104 that external screw 201 cooperation was used, first cylinder bearing plate 100 first clamp plate 101 is fitted with a contraceptive ring and is equipped with first muscle hole 105. The second cylinder type pressure bearing plate 110 is composed of an annular second pressure plate 113, a first inner screw cylinder 102 and a reinforcing plate 103. Preferably, the outer diameter of the first pressure plate 101 of the first barrel pressure plate 100 is 40-100mm smaller than the anchor bore 310 diameter. Preferably, the length of the first inner screw tube 102 of the first barrel type bearing plate 100 is such that the engagement bearing capacity of the first inner screw 104 with the external thread 201 of the finish-rolled deformed steel bar 200 is not lower than the tensile resistance of the finish-rolled deformed steel bar 200. Preferably, the second presser plate 113 of the second cylinder-type pressure bearing plate 110 is not provided with the first bead penetrating holes 105. Preferably, the diameter of the first lacing holes 105 is 7-16 mm.
The first friction increasing plate 210 is composed of an annular panel 211 and a screw cylinder 212, the second friction increasing plate 220 is composed of an annular panel 211, a screw cylinder 212, a support leg 221 and a second rib penetrating hole 222, the panel 211 is arranged at one axial end of the screw cylinder 212 and is perpendicular to the screw cylinder 212, a third inner screw 213 matched with the external thread 201 of the finish-rolled threaded steel 200 is arranged on the inner wall of the screw cylinder 212, the support leg 221 is annularly arranged on the outer side of the panel 211, the second rib penetrating hole 222 is arranged in the support leg 221, and the number of the second rib penetrating holes 222 is matched with the number and the interval of the first rib penetrating holes 105 of the first cylinder type pressure bearing plate 100. Preferably, the diameter of the face plate 211 is 40 to 100mm larger than the diameter of the finish-rolled deformed steel bar 200. Preferably, the diameter of the second lacing holes 222 is 7-16 mm. Preferably, the width of the support leg 221 is 15-25 mm.
The water stop pipe 230 is composed of a circular pipe 232 and annular wing plates 231, and the wing plates 231 are arranged at two axial ends of the circular pipe 232 and perpendicular to the circular pipe 232.
Referring to fig. 23-27 (only four curved surface reducing bars 302 are illustrated), the present invention provides a self-reducing guide cap for an anchor rod, which comprises a guide curved plate 301, curved surface reducing bars 302, a rib plate 303, a connecting cylinder 304 and a connecting groove 305. The outer wall of the guide curved plate 301 is in a curved hemispherical shape, the curved reducing strips 302 are curved strip shapes which are annularly arranged around the axial direction of the guide cap, the guide curved plate 301 and the curved reducing strips 302 are connected into a whole, the contour lines of the guide curved plate and the curved reducing strips 302 are in a curved shape, and the outer diameters of the contour lines are gradually increased along the top of the guide curved plate 301 towards the direction of the curved reducing strips 302. A connecting cylinder 304 is arranged in the middle of the inside of the guide curved plate 301, the connecting cylinder 304 is arranged along the center line of the guide curved plate 301, a fourth internal screw 306, specifically the fourth internal screw 306, which is used in cooperation with the external thread 201 on the surface of the finish-rolled deformed steel bar 200 is arranged on the inner wall of the connecting cylinder 304, the connecting cylinder 304 is connected with the guide curved plate 301 by the ribbed plate 303, and in the embodiment, 4 ribbed plates 303 are shown.
Preferably, the maximum outer diameter of the guiding curved plate 301 is 0.5-0.6 times of the diameter of the anchor hole 4, and the maximum outer diameter of the circumference of the curved reducing strip 302 is 1.0-1.4 times of the diameter of the anchor hole 10.
Preferably, the width of the curved surface variable diameter strip 302 is 30-100 mm.
Preferably, the rib 303 is annularly provided between the connecting cylinder 304 and the guide curved plate 301.
Preferably, the inside diameter of the connecting cylinder 304 corresponds to the outside diameter of the finish-rolled deformed steel bar 200, and the finish-rolled deformed steel bar 200 may be directly screwed into the connecting cylinder 304 and fastened.
Preferably, the rib 303 is provided with a connecting groove 305, and the inner diameter of the connecting groove 305 is 7-16 mm.
Preferably, the connecting slots 305 are matched with the number and the spacing of the first through-rib holes 105.
Preferably, the height of the connecting cylinder 304 is 50-200mm higher than the height of the rib plate 303.
Preferably, a tendon 223 is inserted and fixed into the connection groove 305, the second tendon passing hole 222 of the second friction-increasing plate 220, and the first tendon passing hole 105 of the first cylinder-type pressure-bearing plate 100. The utility model relates to a from reducing guide cap for drawing and pressing compound stock, the stock body of rod (finish rolling deformed steel bar 200) can directly twist and twist in connecting cylinder 304, and in the stock drilling 310 process of putting under the stock body of rod, direction camber plate 301 can guarantee that finish rolling deformed steel bar 200 has reliable protective layer thickness; when the diameter of the anchor rod drilling hole 310 is changed within a certain range due to construction, the curved surface variable diameter strip 302 has good flexibility, and the outer diameter of the curved surface variable diameter strip 302 is larger than the maximum outer diameter of the guide curved plate 301, so that the curved surface variable diameter strip can be compressed or extended in the radial direction of the diameter of the anchor rod drilling hole 310, can be well adapted to the change of the diameter of the anchor rod drilling hole 310, and can always ensure that the finish-rolled deformed steel bar 200 is positioned in the middle of the anchor rod drilling hole 310. The utility model has the characteristics of the device is simple reliable, and the construction is swift, and adaptability is strong. The utility model discloses in, the tendon of tensioning 223 passes in proper order first cylinder bearing plate 100 first wear muscle hole 105 the second increases friction plate 220 after the second wears muscle hole 222, insert direction cap 300 spread groove 305, first cylinder bearing plate 100 extremely the outward appearance of finish rolling screw-thread steel 200 between the bearing plate 111 below the second cylinder bearing plate 110 twines in proper order and has grease strip 202, cover to be equipped with anticorrosive sleeve pipe 203. Because the design benchmark of anti-floating anchor is not less than the building design benchmark, generally is no less than 50 years, for preventing to draw anchor section slip casting because of drawing the fracture, arouse anchor body of rod corrosion etc. then and reduce the durability and endanger the safety of anchoring engineering even, the utility model discloses still including setting up the tendon 223 in drawing anchor section slip casting, the utility model discloses directly seted up first lacing hole 105 on first cylinder bearing plate 100, set up second lacing hole 222 on second friction-increasing plate 220, tendon 223 wears to establish in first lacing hole 105 and second lacing hole 222 and extends to in the spread groove 305 of direction cap 300.
Preferably, the top end of the tension bar 223 is exposed out of the first presser plate 101 of the first barrel type bearing plate 100 by a height 2 to 4 times the diameter of the anchor bore 310.
Corresponding first embodiment, the utility model provides a fast assembly type draws construction method of pressing compound anti-floating anchor rod, including following construction steps:
A. assembling construction of pressure-bearing anchoring section part
Screwing the first cylinder type pressure bearing plate 100 into the finish-rolled deformed steel bar 200 and rotationally moving the first cylinder type pressure bearing plate 100 to a design position with the first presser plate 101 facing the top end of the finish-rolled deformed steel bar 200; the grease bars 202 are sequentially and continuously wound on the surface of the finish-rolled deformed steel bar 200 toward the top end of the finish-rolled deformed steel bar 200 from the first presser plate 101 to the position of the pressure receiving plate 111 below the second cylinder-type pressure receiving plate 110; sleeving the anti-corrosion sleeve 203 in the full-length range of the wound grease strip 202;
B. assembling construction of tension anchoring section component
Sequentially screwing the first friction increasing plate 210 and the second friction increasing plate 220 into the tension anchoring section of the finish-rolled deformed steel bar 200 from the bottom end of the finish-rolled deformed steel bar 200, enabling the panel 211 to point to the top of the finish-rolled deformed steel bar 200, screwing the first friction increasing plate 210 and the second friction increasing plate 220, and moving to a design position according to a design interval;
C. assembly of guide cap
Sleeving the connecting cylinder 304 of the guide cap 300 into the bottom end of the finish-rolled deformed steel bar 200 until the connection cylinder is tightly stopped; fine-adjusting the second friction-increasing plate 220 and the first cylindrical bearing plate 100 such that the first tendon passing hole 105 and the second tendon passing hole 222 correspond to the connecting groove 305 of the guide cap 300, and the tendon 223 is inserted from the first tendon passing hole 105 of the first cylindrical bearing plate 100, sequentially inserted through the second tendon passing hole 222 of the second friction-increasing plate 220, and stopped by being tightly inserted into the connecting groove 305;
D. anchor head part assembling construction
The guide cap 300 is aligned with the center of the anchor rod drilling hole 310 and is lowered to a designed depth, and cement slurry 240 is poured into the anchor rod drilling hole 310; the water-swelling rubber tube 233 and the water stop tube 230 are sleeved in sequence from the top end of the finish-rolled deformed steel bar 200 at the position corresponding to the hole opening of the anchor rod drilling hole 310 on the ground; binding the bottom rebars 401, the top rebars 402, the bent rebars 403, and the vertical stirrups 95 of the structural layer 400; the spiral steel bar 112, the bearing plate 111 and the second cylindrical bearing plate 110 are sequentially sleeved from the top end of the finish-rolled deformed steel bar 200, so that the second cylindrical bearing plate 110 presses against the bearing plate 111, the bearing plate 111 presses against the bent steel bar 403, and the spiral steel bar 112 is fixed below the bearing plate 111 in a centering manner;
E. pouring and pouring construction
And pouring concrete 405 into the structural layer 400, thus completing the whole construction process of the tension-compression composite anti-floating anchor rod.
The utility model discloses a quick assembly type tension-compression composite anchor rod and a construction method thereof, all components are assembled and constructed, no welding component is provided, all components can realize standardized batch production, and the quality of all components of a system can be effectively ensured; all components are assembled, assembled and constructed, so that the construction is more convenient and fast, and the construction period can be greatly shortened; the finish-rolled deformed steel bar is doubly protected by the grease strip and the anti-corrosion sleeve on the pressure-bearing anchoring section, and the tension steel bar is annularly arranged on the finish-rolled deformed steel bar on the tension anchoring section, so that the tensile bearing capacity of cement paste of the tension anchoring section is improved, the corrosion of the finish-rolled deformed steel bar caused by the cracking of the cement paste is avoided, the anti-corrosion performance of the finish-rolled deformed steel bar is obviously improved, and the anti-corrosion device can be well suitable for permanent anchoring projects such as anti-floating anchor rods and side slope support anchor rods.
Corresponding second embodiment, the utility model provides a construction method of compound anti-floating anchor rod of prestressing force tension-compression, including following construction steps:
A. assembling construction of pressure-bearing anchoring section part
Screwing the first cylinder type pressure bearing plate 100 into the finish-rolled deformed steel bar 200 and rotationally moving the first cylinder type pressure bearing plate 100 to a design position with the first presser plate 101 facing the top end of the finish-rolled deformed steel bar 200; taking the first pressing plate 101 as a starting point, sequentially and continuously winding the grease strips 202 on the surface of the anchor rod body towards the top direction of the anchor rod body, winding the grease strips 202 to the designed position of the second cylindrical bearing plate 110, and sleeving the anti-corrosion sleeve 203 outside the anchor rod body corresponding to the grease strips 202;
B. assembling construction of tension anchoring section component
Sequentially screwing the first friction increasing plate 210 and the second friction increasing plate 220 into the tension anchoring section of the finish-rolled deformed steel bar 200 from the bottom end of the finish-rolled deformed steel bar 200, pointing the face plate 211 to the top of the finish-rolled deformed steel bar 200, screwing the first friction increasing plate 210 and the second friction increasing plate 220, and moving to a design position according to a design interval;
C. assembly of guide cap
Sleeving the connecting cylinder 304 of the guide cap 300 into the bottom end of the finish-rolled deformed steel bar 200 until the connection cylinder is tightly stopped; fine-adjusting the second friction-increasing plate 220 and the first cylindrical bearing plate 100 such that the first tendon passing hole 105 and the second tendon passing hole 222 correspond to the connecting groove 305 of the guide cap 300, and the tendon 223 is inserted from the first tendon passing hole 105 of the first cylindrical bearing plate 100, sequentially inserted through the second tendon passing hole 222 of the second friction-increasing plate 220, and stopped by being tightly inserted into the connecting groove 305;
D. sealing cylinder assembling construction
Sleeving a sealing ring 126 and a U-shaped cylinder 121 on the top of the finish-rolled deformed steel bar 200 to a designed position, then sequentially installing a simple jack 130 and a second cylinder type bearing plate 110 at the bottom of the U-shaped cylinder 121, lowering an oil jack 132 of the simple jack 130 to the lowest position, pressing the second cylinder type bearing plate 110 against the oil jack 132, and sequentially connecting an oil inlet pipe 134 and a lower slurry pipe 127 of the simple jack 130 to the top surface of the exposed structural layer 400 through a connecting pipe arranged at an adapter port of the U-shaped cylinder 121; screwing the U-shaped cover plate 123 into the top of the U-shaped cylinder 121 to connect the upper exhaust pipe 128 to the top surface of the exposed structure;
E. construction of structural layer
Binding the steel bars in the structural layer 400, fixing the sealing barrel 120 by using the steel bars, and then pouring concrete 405 into the structural layer;
F. prestressed tension
After the concrete 405 of the structural layer 400 is cured to meet the design requirement, an oil pump is used for pressing hydraulic oil into the simple jack 130 through the oil inlet pipe 134, when the oil pressure reaches the pressure value calibrated by the design prestress, the oil stop valve 135 is closed, and meanwhile, cement slurry 240 (specifically, cement slurry with the water-cement ratio of 0.45-0.6) is injected into the sealing cylinder 123 through the lower slurry injection pipe 127 until the upper exhaust pipe 128 continuously overflows the cement slurry 240, and the grouting is stopped; when the strength maintenance of the cement slurry 240 meets the design requirements, the exposed lower grouting pipe 127, the exposed upper exhaust pipe 128 and the exposed oil inlet pipe 134 are removed.
The product form of the present invention is not limited to the embodiment of the present invention, and any person can properly change or modify the product form of the present invention without departing from the scope of the present invention.
Claims (9)
1. From reducing direction cap, its characterized in that: the anchor rod guiding device comprises a guiding curved plate, curved surface reducing strips, rib plates and connecting cylinders, wherein the outer wall of the guiding curved plate is in a curved surface hemispherical shape, the curved surface reducing strips are in a curved surface strip shape, the guiding curved plate and the curved surface reducing strips are connected into a whole and form a curved surface outline, the connecting cylinders are arranged in the guiding curved plate, fourth inner threads matched with an anchor rod body are arranged on the inner wall of each connecting cylinder, and the connecting cylinders are connected with the guiding curved plate through the rib plates.
2. The self-reducing guide cap of claim 1, wherein: the curved surface reducing strips are multiple and are uniformly distributed along the circumferential direction of the guide curved plate.
3. The self-reducing guide cap of claim 1, wherein: the number of the ribbed plates is multiple, and the ribbed plates are uniformly distributed along the circumferential direction of the inner wall of the guide curved plate.
4. The self-reducing guide cap of claim 1, wherein: the outer diameter of the curved surface outer contour is gradually increased from the guide curved plate to the curved surface reducing strip, the maximum outer diameter of the guide curved plate is 0.5-0.6 times of the diameter of the anchor rod drill hole, and the maximum diameter of the circumference where the outer wall of the curved surface reducing strip is located is 1.0-1.4 times of the diameter of the anchor rod drill hole.
5. The self-reducing guide cap of claim 1, wherein: the anchor rod body is finish-rolled deformed steel bar, and the finish-rolled deformed steel bar can be directly screwed in the connecting cylinder.
6. Draw and press compound stock, including the stock body of rod, the cover is established and is equipped with first cylinder bearing plate and direction cap on the body, and the stock body of rod forms pressure-bearing anchoring section and is drawn anchoring section, its characterized in that from top to bottom in the both sides of first cylinder bearing plate: the guide cap comprises a guide curved plate, a curved surface reducing strip, a rib plate and a connecting cylinder, wherein the outer wall of the guide curved plate is spherical, the curved surface reducing strip is in a curved surface strip shape, the guide curved plate and the curved surface reducing strip are connected into a whole, the connecting cylinder is arranged in the guide curved plate, the inner wall of the connecting cylinder is provided with a fourth screw matched with the anchor rod body for use, and the connecting cylinder and the guide curved plate are connected through the rib plate.
7. A tension-compression composite type anchor rod according to claim 6, wherein: still be equipped with first cylinder bearing plate, grease strip, anticorrosive sleeve pipe, bearing plate and second cylinder bearing plate on the stock body of rod of pressure-bearing anchor section scope, be equipped with the external screw thread on the stock body of rod, first cylinder bearing plate with second cylinder bearing plate all be provided with the stock body of rod the internal screw that external screw thread cooperation was used, first cylinder bearing plate cover is established the design position of the stock body of rod, the winding in succession of grease strip is in between first cylinder bearing plate to the second cylinder bearing plate the surface of the stock body of rod, the grease strip overcoat is equipped with anticorrosive sleeve pipe.
8. A tension-compression composite type anchor rod according to claim 7, wherein: the first friction increasing plate and the second friction increasing plate are further arranged between the guide cap and the first cylinder type bearing plate, the first cylinder type bearing plate is provided with a first rib penetrating hole, a support leg is arranged on the side face of the second friction increasing plate, a second rib penetrating hole is formed in the support leg, and the tension reinforcing steel bar penetrates through the first rib penetrating hole and the second rib penetrating hole and extends to the guide cap.
9. A tension-compression composite type anchor rod according to claim 8, wherein: the ribbed slab is provided with connecting grooves in which the tension bars are inserted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021865269.3U CN213233441U (en) | 2020-08-31 | 2020-08-31 | Self-reducing guide cap and tension-compression composite anchor rod using the same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021865269.3U CN213233441U (en) | 2020-08-31 | 2020-08-31 | Self-reducing guide cap and tension-compression composite anchor rod using the same |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213233441U true CN213233441U (en) | 2021-05-18 |
Family
ID=75903501
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021865269.3U Expired - Fee Related CN213233441U (en) | 2020-08-31 | 2020-08-31 | Self-reducing guide cap and tension-compression composite anchor rod using the same |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213233441U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111945720A (en) * | 2020-08-31 | 2020-11-17 | 华侨大学 | Self-reducing guide cap and tension-compression composite anchor rod using the same |
-
2020
- 2020-08-31 CN CN202021865269.3U patent/CN213233441U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111945720A (en) * | 2020-08-31 | 2020-11-17 | 华侨大学 | Self-reducing guide cap and tension-compression composite anchor rod using the same |
| CN111945720B (en) * | 2020-08-31 | 2024-07-30 | 华侨大学 | Self-reducing guide cap and pull-press composite anchor rod adopting same |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107542087A (en) | A kind of pouch expansion variable diameters steel reinforcement cage and anchor pole or pile foundation | |
| CN207392252U (en) | A kind of connection structure of pile body and cushion cap | |
| CN111576403B (en) | Pile splicing structure and bearing platform anchoring structure using PHC tubular pile | |
| CN111945721B (en) | A prestressed tension-compression composite anti-floating anchor rod and construction method thereof | |
| CN105666688B (en) | A kind of prefabricated pile, pile body and production method | |
| CN212452621U (en) | A quick-assembled tension-compression composite anchor | |
| CN113217059B (en) | Combined anchor rod with prestress rod core | |
| CN109235781A (en) | A kind of self-centering construction of grout sleeve connection prefabricated components reinforcing bar and the practice | |
| CN201217777Y (en) | Vertical pre-stress anchorage structure of low-retraction steel stranded wire | |
| CN205421238U (en) | Prefabricated pile body | |
| CN110541417A (en) | Anchor cable for continuous basalt fiber composite reinforcement | |
| CN213233441U (en) | Self-reducing guide cap and tension-compression composite anchor rod using the same | |
| CN206928285U (en) | Prefabricated high-strength core body and pressure type anchor rod | |
| CN212641447U (en) | A prestressed tension-compression composite anti-floating anchor | |
| CN203429632U (en) | Tension force and pressure dispersed type anchor cable | |
| CN111945719B (en) | A fast-assembly tension-compression composite anchor rod and construction method thereof | |
| CN107059865B (en) | Prefabricated high-strength core body, pressure type anchor rod and construction method thereof | |
| CN111945720B (en) | Self-reducing guide cap and pull-press composite anchor rod adopting same | |
| CN218150999U (en) | Hollow grouting mine anchor cable device capable of reinforcing deep surrounding rock | |
| CN217400934U (en) | Combined anchor rod with prestressed rod core | |
| CN107143124B (en) | A kind of super pressure scaffolding steel pipe | |
| CN205935709U (en) | Integral type clamping piece type ground tackle constructional device | |
| CN212223864U (en) | Novel bird's nest formula slip casting anchor rope | |
| CN214656993U (en) | Corrosion-resistant high-strength anchor rod for reinforcing high and steep slope of geotechnical engineering | |
| CN105114412B (en) | Using the composite material tube jointing and its application method of prestressed cable |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Tu Bingxiong Inventor after: Zhang Congming Inventor after: Chen Lei Inventor after: Lin Yuemin Inventor after: Zhan Jiancai Inventor after: Zhang Lihua Inventor after: Zhang Tianliang Inventor after: Xiao Chaoyun Inventor after: Cheng Qiang Inventor before: Tu Bingxiong Inventor before: Zhang Congming Inventor before: Cheng Lei Inventor before: Lin Yuemin Inventor before: Zhan Jiancai Inventor before: Zhang Lihua Inventor before: Zhang Tianliang Inventor before: Xiao Chaoyun Inventor before: Cheng Qiang |
|
| CB03 | Change of inventor or designer information | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210518 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |