Anchoring device for construction of inner wall of port channel port

Abstract

The utility model provides an anchoring device for construction of the inner wall of a port channel port, and relates to the technical field of anchoring devices. The anchor sleeve is inserted into a reserved hole of a port, an anchor fixing rod is inserted into the anchor sleeve, a connecting base of a concave structure is arranged on the anchor fixing rod in a sliding mode, blocking heads are welded to the two ends of the left side of the connecting base, two first baffle rings are welded to the connecting base, and two first spiral springs are connected to the connecting base in a sleeving mode. According to the device, through the arrangement of the connecting assembly, the anchor chain is connected to the connecting base, when the anchor chain is repeatedly pulled due to wind and wave blowing, the impact force of the anchor sleeve and the anchor fixing rod can be reduced through buffering of the first spiral spring, and the stability of the anchor sleeve is guaranteed; according to the application, through the arrangement of the auxiliary assembly, the anchor fixing rod is inserted into the anchor sleeve, the eight reinforcing rods move outwards under the extrusion of the anchor fixing rod to complete the insertion connection with the concrete, and through the insertion connection of the eight reinforcing rods and the concrete, the stability of the anchor sleeve on a port can be improved.

Description

TECHNICAL FIELD

[0001] The utility model belongs to anchoring device technical field, more specifically, it is especially related to a port channel port inner wall construction anchoring device. BACKGROUND

[0002] The anchoring of steel bars refers to that the steel bars are wrapped in concrete, the connection between the concrete and the steel bars is enhanced, the building is more firm, and the purpose is that the two can work together to bear various stresses, and work together to bear the pressure, tension and bending moment, torque and the like from various loads.

[0003] The existing device is repeatedly pulled under the action of wind and wave in the using process, at this time, the impact force of the dragging is transmitted to the anchor fixing rod, and then the stability of the anchor sleeve pipe is affected, after the existing device is inserted into the reserved hole of the port, although the auxiliary support can abut against the inner wall of the hole, but the fixing effect has room for improvement. UTILITY MODEL CONTENTS

[0004] In order to solve the above technical problems, the utility model provides a port channel port inner wall construction anchoring device to solve the problems that the existing device is repeatedly pulled under the action of wind and wave in the using process, at this time, the impact force of the dragging is transmitted to the anchor fixing rod, and then the stability of the anchor sleeve pipe is affected, after the existing device is inserted into the reserved hole of the port, although the auxiliary support can abut against the inner wall of the hole, but the fixing effect has room for improvement.

[0005] The purpose and effect of the port channel port inner wall construction anchoring device are achieved by the following specific technical means:

[0006] A port channel port inner wall construction anchoring device, which comprises an anchor sleeve pipe, the anchor sleeve pipe is inserted into the reserved hole of the port, an anchor fixing rod is inserted into the anchor sleeve pipe, a connecting assembly is installed on the anchor fixing rod, the connecting assembly is composed of a connecting seat, a first stop ring and a first spiral spring, the connecting seat is a concave structure and is slidably arranged on the anchor fixing rod, stop heads are welded on the left side of both ends of the connecting seat, two first stop rings are welded on the connecting seat, two first spiral springs are sleeved on the connecting seat, the left side of one end of the two first spiral springs is in elastic contact with the stop head, and the right side of one end of the two first spiral springs is in elastic contact with the left side of the outer wall of the anchor fixing rod.

[0007] Further, an auxiliary assembly is installed on the anchor sleeve pipe, the auxiliary assembly is composed of a reinforcing rod, a second stop ring and a second spiral spring, eight reinforcing rods made of iron are inserted into the anchor sleeve pipe in a rectangular array, and a second stop ring is welded on each reinforcing rod.

[0008] Further, a second spiral spring is sleeved on each of the reinforcing rods, one end of the left side of the second spiral spring is in contact with the anchor sleeve, and one end of the right side of the second spiral spring is in elastic contact with the outside of the second blocking ring.

[0009] Further, the inside ends of the eight reinforcing rods are in elastic contact with the outer wall of the anchor fixing rod, and the outside of the half reinforcing rod is inserted into the concrete of the port.

[0010] Further, the lower end of the anchor fixing rod is polished, and the lower end of the anchor fixing rod is in an arc structure after polishing; the inside ends of each of the reinforcing rods are polished, and the inside ends of the eight reinforcing rods are in an arc structure after polishing.

[0011] Further, the outside end of each of the reinforcing rods is in a pointed structure.

[0012] Compared with the prior art, the anchor fixing device has the following beneficial effects:

[0013] In the application, the anchor chain is connected to the connecting seat through the connecting assembly, when the anchor chain is repeatedly pulled by wind and waves, the impact force of the anchor sleeve and the anchor fixing rod can be reduced through the buffering of the first spiral spring, and the stability of the anchor sleeve is ensured.

[0014] In the application, through the setting of the auxiliary assembly, first, the anchor fixing rod is inserted into the anchor sleeve, and under the extrusion of the anchor fixing rod, the eight reinforcing rods move outward to complete the insertion with the concrete, and through the insertion of the eight reinforcing rods with the concrete, the stability of the anchor sleeve on the port can be improved.

[0015] Secondly, the outside end of each of the reinforcing rods is in a pointed structure, so that the resistance can be reduced when the anchor fixing rod is inserted.

[0016] Thirdly, the lower end of the anchor fixing rod is polished, and the lower end of the anchor fixing rod is in an arc structure after polishing, so that the anchor fixing rod extrudes the reinforcing rod more smoothly. BRIEF DESCRIPTION OF DRAWINGS

[0017] Figure 1 is the axial view structural schematic diagram of the anchor fixing device for port channel port inner wall construction of the utility model.

[0018] Figure 2 is the main view structural schematic diagram of the anchor fixing device for port channel port inner wall construction of the utility model.

[0019] Figure 3 is the axial view structural schematic diagram of the anchor fixing device for port channel port inner wall construction of the utility model after being partially cut open.

[0020] Figure 4 is the axial view structural schematic diagram of the anchor fixing device for port channel port inner wall construction of the utility model Figure 3the front view structural schematic diagram of the utility model.

[0021] Figure 5 the utility model Figure 4 is the enlarged structural schematic diagram of A place.

[0022] Figure 6 the utility model Figure 3 is the axial split structural schematic diagram.

[0023] In the drawing, the corresponding relationship of component name and drawing number is as follows:

[0024] 1, anchor sleeve; 101, anchor fixing rod; 2, connecting assembly; 201, connecting seat; 202, first blocking ring; 203, first spiral spring; 3, auxiliary assembly; 301, reinforcing rod; 302, second blocking ring; 303, second spiral spring. DETAILED DESCRIPTION

[0025] In order to make the purpose, technical scheme and advantages of the embodiments of the utility model clearer, the technical scheme of the embodiments of the utility model will be described clearly and completely below in combination with the drawings of the embodiments of the utility model. Obviously, the described embodiments are part of the embodiments of the utility model, rather than all the embodiments. Based on the described embodiments of the utility model, all other embodiments obtained by those skilled in the art without creative labor fall within the scope of the utility model.

[0026] Unless otherwise defined, the technical terms or scientific terms used in the present application should be understood as the usual meaning understood by those skilled in the art to which the utility model belongs. The "one", "a" or "the" and similar words used in the utility model patent application specification and claims do not mean quantity limitation, but mean that there is at least one. "Include" or "contain" and similar words mean that the elements or objects before the word cover the elements or objects listed after the word and their equivalents. "Connection" or "connected" and similar words are not limited to physical or mechanical connection, but can include electrical connection, whether direct or indirect. "Up", "down", "left", "right" and the like are only used to represent relative positional relationship, when the absolute position of the described object changes, the relative positional relationship may also change accordingly.

[0027] The embodiments of the utility model will be described in further detail below in combination with the drawings and examples.

[0028] Embodiment one:

[0029] As shown in the accompanying Figure 1 to the accompanying Figure 6 :

[0030] The utility model provides a port fairway port inner wall construction anchoring device, including anchor sleeve pipe 1, anchor sleeve pipe 1 is inserted in the reserved hole of port, anchor sleeve pipe 1 inserts anchor fixed pole 101, is installed with connecting assembly 2 on anchor fixed pole 101, connecting assembly 2 is by connecting seat 201, first baffle ring 202 and first coil spring 203 constitute, the connecting seat 201 of one concave structure is slid on anchor fixed pole 101, the both ends of left side of connecting seat 201 are all welded with the baffle head, two first baffle rings 202 are welded on connecting seat 201, two first coil springs 203 are sleeved on connecting seat 201, the left side one end of two first coil springs 203 is all in elastic contact with the baffle head, the right side one end of two first coil springs 203 is all in elastic contact with the left side of the outer wall of anchor fixed pole 101, under the elastic pushing of two first coil springs 203, two first baffle rings 202 are all in elastic contact with the left side of the outer wall of anchor fixed pole 101, when anchoring, can be just connected with anchor chain on connecting seat 201, when the anchor chain is repeatedly pulled by the wind and wave, the impact of anchor sleeve pipe 1 and anchor fixed pole 101 can be reduced through the buffering of first coil spring 203, and the stability of anchor sleeve pipe 1 is ensured.

[0031] Wherein, anchor sleeve pipe 1 is installed with auxiliary assembly 3, auxiliary assembly 3 is by reinforcing rod 301, second baffle ring 302 and second coil spring 303 constitute, eight reinforcing rods 301 of iron material are inserted in rectangular array shape on anchor sleeve pipe 1, and one second baffle ring 302 is welded on every reinforcing rod 301.

[0032] Wherein, every reinforcing rod 301 is sleeved with a second coil spring 303, the left side one end of second coil spring 303 is in contact with anchor sleeve pipe 1, and the right side one end of second coil spring 303 is in elastic contact with the outside of second baffle ring 302.

[0033] Wherein, the inside one end of eight reinforcing rods 301 is in elastic contact with the outer wall of anchor fixed pole 101, and the outside of half reinforcing rod 301 is inserted into the concrete of port, when installing, anchor fixed pole 101 is inserted into anchor sleeve pipe 1, eight reinforcing rods 301 move outward under the extrusion of anchor fixed pole 101, and the insertion of concrete is completed, the stability of anchor sleeve pipe 1 on the port can be improved through the insertion of eight reinforcing rods 301 and concrete.

[0034] Embodiment two:

[0035] On the basis of embodiment one, the lower one end of anchor fixed pole 101 is treated by polishing, and the lower one end of anchor fixed pole 101 is an arc structure after being treated by polishing, the inside one end of every reinforcing rod 301 is treated by polishing, and the inside one end of eight reinforcing rods 301 is an arc structure after being treated by polishing, and the extrusion of reinforcing rod 301 by anchor fixed pole 101 is more smooth.

[0036] Embodiment three:

[0037] On the basis of embodiment two, the outer end of each reinforcing rod 301 is pointed, which can reduce the resistance when the anchor fixing rod 101 is inserted.

[0038] Working principle: when used, the anchor sleeve 1 is inserted into the insertion hole opened on the port, the anchor fixing rod 101 is inserted into the anchor sleeve 1, after the anchor fixing rod 101 is inserted, eight reinforcing rods 301 are moved outward under the extrusion of the anchor fixing rod 101, and the insertion with the concrete is completed; one end of the anchor chain is connected to the connecting seat 201, and the other end of the anchor chain is connected to the ship.

[0039] Although the present application has been described with reference to the above embodiments, it will be understood by those skilled in the art that various changes can be made without departing from the spirit and scope of the present application as defined in the appended claims. Although this specification contains many specific implementation details, these should not be construed as limiting the scope of what can be claimed, but as a description of features specific to particular embodiments. The scope of the application is defined by the appended claims and their equivalents, and not by the description of embodiments preceding them.

Claims

1. A port channel inner wall construction anchoring device, comprising an anchor sleeve (1); the anchor sleeve (1) is inserted into a reserved hole in the port, an anchor fixing rod (101) is inserted into the anchor sleeve (1), and a connecting component (2) is installed on the anchor fixing rod (101), characterized in that: The connecting assembly (2) consists of a connecting seat (201), a first retaining ring (202), and a first helical spring (203). A concave connecting seat (201) slides on the anchor rod (101). Both ends of the left side of the connecting seat (201) are welded with a stop. Two first retaining rings (202) are welded on the connecting seat (201). Two first helical springs (203) are sleeved on the connecting seat (201). The left side of the two first helical springs (203) is in elastic contact with the stop, and the right side of the two first helical springs (203) is in elastic contact with the left side of the outer wall of the anchor rod (101). Under the elastic force of the two first helical springs (203), the two first retaining rings (202) are in elastic contact with the left side of the outer wall of the anchor rod (101).

2. The port channel and harbor inner wall construction anchoring device as described in claim 1, characterized in that: An auxiliary component (3) is installed on the anchor sleeve (1). The auxiliary component (3) consists of a reinforcing rod (301), a second retaining ring (302), and a second helical spring (303). Eight iron reinforcing rods (301) are inserted into the anchor sleeve (1) in a rectangular array. Each reinforcing rod (301) is welded with a second retaining ring (302).

3. The port channel and harbor inner wall construction anchoring device as described in claim 2, characterized in that: Each of the reinforcing rods (301) is fitted with a second helical spring (303). The left end of the second helical spring (303) is in contact with the anchor sleeve (1), and the right end of the second helical spring (303) is in elastic contact with the outer side of the second retaining ring (302).

4. The port channel and harbor inner wall construction anchoring device as described in claim 3, characterized in that: The inner end of each of the eight reinforcing rods (301) is in elastic contact with the outer wall of the anchor rod (101), and the outer side of each half reinforcing rod (301) is inserted into the concrete of the port.

5. The port channel and harbor inner wall construction anchoring device as described in claim 4, characterized in that: The lower end of the anchor rod (101) is polished, and after polishing, the lower end of the anchor rod (101) has an arc-shaped structure; the inner end of each reinforcing rod (301) is polished, and after polishing, the inner end of all eight reinforcing rods (301) has an arc-shaped structure.

6. The port channel and harbor inner wall construction anchoring device as described in claim 5, characterized in that: Each of the reinforcing rods (301) has a pointed structure on one outer end.

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