KR20110000957A - Anchor sleeve for a manhole - Google Patents

Anchor sleeve for a manhole Download PDF

Info

Publication number
KR20110000957A
KR20110000957A KR1020090058310A KR20090058310A KR20110000957A KR 20110000957 A KR20110000957 A KR 20110000957A KR 1020090058310 A KR1020090058310 A KR 1020090058310A KR 20090058310 A KR20090058310 A KR 20090058310A KR 20110000957 A KR20110000957 A KR 20110000957A
Authority
KR
South Korea
Prior art keywords
manhole
anchor sleeve
connecting means
wall
insertion hole
Prior art date
Application number
KR1020090058310A
Other languages
Korean (ko)
Inventor
이응석
Original Assignee
이응석
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 이응석 filed Critical 이응석
Priority to KR1020090058310A priority Critical patent/KR20110000957A/en
Publication of KR20110000957A publication Critical patent/KR20110000957A/en

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/12Manhole shafts; Other inspection or access chambers; Accessories therefor
    • E02D29/127Manhole shafts; Other inspection or access chambers; Accessories therefor with devices for impeding fall or injuries of persons
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/30Miscellaneous comprising anchoring details

Landscapes

  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)

Abstract

The present invention relates to an anchor sleeve for a manhole, the main configuration of which is a rod-shaped body; An insertion hole formed at one end of the body and having an entrance exposed to an outer circumferential surface of the manhole wall to insert and fix the connecting means; And a plurality of binding ribs protruding from the outer circumferential surface of the body to increase the binding force with the manhole wall. According to the above configuration, the binding force between the body and the wall embedded in the manhole wall can be increased. Therefore, it is possible to prevent the anchor sleeve from being easily damaged or deformed by the external force applied through the connecting means, thereby preventing accidents or the risk of accidents caused by detaching the connecting means from the anchor sleeve. The safety, productivity or economics of the process can be further improved.

Description

Anchor sleeve for a manhole}

The present invention relates to an anchor sleeve for a manhole, and more particularly, a connecting means such as an eye bolt connecting a lifting cable of a crane to lift and move a manhole when constructing a heavy manhole can be fitted to the manhole wall. The present invention relates to an anchor sleeve for a manhole inserted into an outer circumferential surface of a wall when manufacturing a manhole.

In general, the manhole is a hole made for access to the basement of the road, and is used for contact with ventilation or conduit, and there are two manufacturing methods that are manufactured by pouring in the field or separately manufactured and transported and assembled at the factory. In particular, in the case of a method of assembling the ready-made construction in the field as shown by the reference numeral 110 in Figure 1, the construction position of each member divided into the upper sphere (110a), vertical sphere (110b), lower sphere (110c) They are then stacked and assembled one after the other.

Therefore, each of the spheres (110a, 110b, 110c) should be able to move smoothly despite the weight (weight) of 600 to 1000kg, the manhole 110 by walking the lifting cable 150 of the transport device, such as a crane Connection means 120 such as an eye bolt to lift the manhole 110 is fitted to the wall 111 to be coupled.

To this end, an anchor sleeve 101 for inserting and fixing the connecting means 120 is embedded in the middle part of the wall 111 in the manhole 110 wall 111 so as to be exposed to the outer circumferential surface of the wall 111. The outer shape of the sleeve 101 is flat with the miner except for the head 104, and thus the anchor sleeve 101 due to the weight of the manhole 110 transmitted to the anchor sleeve 101 via the connecting means 120. ) Does not greatly resist the tension or rotational moment acting outside the wall 111, and is easily damaged or deformed, resulting in a loss of support for the connecting means 120, thereby connecting means 120 And the fastening force of the anchor sleeve 101 is lowered and the connecting means 120 is separated from the anchor sleeve 101 during transport of the manhole 110, thereby causing a large accident, or there is a problem in that normal use is impossible due to the accident.

Accordingly, as shown in FIG. 2, when the manhole 110 is manufactured, a tensile force applied through the connecting means 120 by welding a reinforcing member 130 formed by cutting reinforcing bars or the like to the inner portion of the anchor sleeve 101. In order to greatly increase the resistance of the anchor sleeve 101 to the rotational moment, but it is necessary to weld the reinforcing member 130 to the anchor sleeve 101 one by one, the welding process is added to the overall work efficiency and economic efficiency of the manhole construction It had a problem of greatly deteriorating.

In addition, in the case of using the push rod as shown in Figure 7 that is forcibly fitted to the anchor sleeve as a connecting means when the puller is used to pull out the push rod from the anchor sleeve after the construction is completed, the support of the puller is on the outer surface of the manhole wall Since the direct contact, withdrawal of the indentation rod is not made smoothly, there was also a problem such that the outer surface of the wall pressed by the support is damaged.

The present invention has been proposed to solve the problems of the conventional anchor sleeve as described above, by increasing the binding force of the anchor sleeve to the manhole wall to the external force transmitted through the connecting means when lifting the manhole with the lifting cable of the crane Its purpose is to increase the resistance to damage and thus reduce the damage or deformation caused by external forces, so as to prevent the loss of work efficiency resulting from the suspension of use due to accidents or concerns that may occur due to separation from the connecting means. have.

In addition, when using the press-fit rod pushed into the insertion hole as a connecting means, there is another object to prevent the manhole wall is damaged by the puller used to pull out the push rod from the insertion hole.

The present invention, in order to achieve the above object, a single rod form body; An insertion hole formed at one end of the body and having an entrance exposed to an outer circumferential surface of the manhole wall to insert and fix the connecting means; And a plurality of binding ribs protruding from the outer circumferential surface of the body to increase the binding force with the manhole wall.

In addition, the body preferably further includes a reinforcing member fastening hole penetrated so as not to interfere with the connecting means inserted into the insertion hole fixed to the portion buried in the manhole wall.

In addition, the body preferably further includes a plurality of locking grooves formed to hang the support of the puller on the end surface of the one end formed with the insertion hole inlet.

According to the anchor sleeve for the manhole of the present invention, not only protruding a plurality of binding ribs on the outer periphery of the body of the anchor sleeve, but also through the fastening hole formed in the body to form a rod-shaped reinforcing member in a direction perpendicular to the longitudinal direction of the body. By inserting, it is possible to increase the binding force between the body and the wall buried in the manhole wall and to increase the resistance to tension or moment due to external force applied through the connecting means, thereby reducing damage or deformation caused by external force. Will be. Therefore, when the anchor sleeve is damaged or deformed, the connection means can be easily disconnected to prevent the decrease in work efficiency due to the accident or the risk of the accident, which can improve safety, productivity or economic efficiency of the entire manhole construction process. It becomes possible.

In addition, even when the press rod is used as a connecting means fixed to the insertion hole can support the support of the puller in the engaging groove formed on the end surface of the body can be supported to prevent damage to the manhole wall due to the use of the puller.

Hereinafter, a manhole anchor sleeve according to a preferred embodiment of the present invention will be described in detail with reference to the accompanying drawings.

Manhole anchor sleeve of the present invention, as shown in Figures 3 to 6, when lifting the manhole 10 through a crane or the like connection means such as eyebolt (eyebolt) for hanging the lifting cable 50 of the crane The member is disposed on the outer circumferential surface of the manhole wall 11 when the manhole 10 is manufactured so that the 20 can be inserted into the manhole 10 wall 11. The body 3, the insertion hole 5, and a plurality of members The binding ribs 7 further include a fastening hole 9 for fitting the reinforcing member 30 and a locking groove 19 for supporting the puller 40.

Here, first, the body 3 is a single rod-shaped member in which the head 4 is attached to one end, such as a bolt, as shown in FIGS. 4 to 6, and is made of plastic or metal, and has an insertion hole therein. (5) is formed, and a plurality of binding ribs (7) are formed on the outer circumferential surface, in particular, the head (4) protrudes radially longer than the diameter of the body (3) by the binding force with the manhole wall (11) It is supposed to be higher.

In addition, the insertion hole 5 is a blind hole formed along the central axis of the body 3 to insert and fix the connecting means 20 such as an eye bolt as shown in FIG. The inlet 6, which is open to one end, that is, the outer end, is embedded in an edge portion adjacent to the outer circumferential surface of the manhole wall 11 as shown to be exposed to the outer circumferential surface of the manhole wall 11.

At this time, the insertion hole 5 may preferably form the female screw portion 21 along the inner circumferential surface so as to insert and fix the connecting means 20 of the bolt shape such as the eye bolt shown in FIG. As shown in FIG. 7, the inner circumferential surface may be made small or tapered so that the inner circumferential surface may be clamped so as to fix the connecting means 20 which is not threaded, such as a press-fit rod.

In addition, the plurality of binding ribs 7 is a means for increasing the binding force between the anchor sleeve 1, that is, the body 3 and the manhole 10 wall 11, as shown in Figs. , Protrudes in various forms on the outer circumferential surface 15 of the body 3, is disposed in the circumferential direction at regular intervals in the longitudinal direction on the outer circumferential surface 15 of the body 3, as shown in FIGS. 4 and 6. Ring-shaped ribs 7a, straight ribs 7b arranged longitudinally at regular intervals on the outer circumferential surface 15 so as to traverse a plurality of ring-shaped ribs 7a, and similar shapes and sizes to the heads 4 It consists of a combination of a flange-like rib (7c) protruding radially on one side of the furnace outer peripheral surface (15).

Meanwhile, as shown in FIGS. 3 and 6, the reinforcing member fastening hole 9 is a hole formed through a portion of the body 3 buried in the wall 11 of the manhole 10, and is formed in the anchor sleeve 1. In order to support the tension or rotation moment acting on the anchor sleeve 1 through the connecting means 20 when the lifting cable 50 is hooked to the coupled connecting means 20 to lift the manhole 10 by the crane. The reinforcing member 30 coupled to the anchor sleeve 1 is fitted.

At this time, the reinforcing member 30 has a length long enough to receive a force capable of resisting the external force applied to the anchor sleeve 1, as shown in Figure 3, in particular, the reinforcing member fastening hole (9) is inserted The reinforcing member 30 is to be sufficiently spaced inward from the bottom of the insertion hole 5 so as not to cause interference, such as contact with the connecting means 20 is inserted into the insertion hole (5).

In addition, the plurality of engaging grooves 19 are shown in Figs. 4 to 7, one end of the body 3, that is, the outer end end surface 17 of the inlet 6 of the insertion hole 5 is formed It is formed concave and arranged in a circle around the insertion hole inlet (6), as shown in Fig. 7 pulls the connecting means 20 of the same shape as the press-fit rod is inserted into the insertion hole (5) (40) The supporter 41 of the puller 40 is inserted and fixed when it is pulled out by ().

Now, the operation of the anchor sleeve 1 for the manhole according to the preferred embodiment of the present invention configured as described above will be described.

As shown in FIG. 3, the anchor sleeve 1 for the manhole of the present invention is embedded in the middle portion of the wall 11 of the manhole 10 at regular intervals in the circumferential direction, and thus the inlet of the insertion hole 5 ( Since 6) is exposed out of the wall 11 of the manhole 10, as shown in the left side of Figure 3, inserting the connecting means 20, such as an eye bolt first to the insertion hole 5, and then fixed to Figure 3 As shown on the right side of the connecting means 20, it is possible to lift the manhole 10 by walking the lifting cable 50 connected with the crane.

At this time, if the female thread is processed in the insertion hole 5, as shown in Figure 3, the bolt-shaped connecting means 20 should be screwed, if the female thread is not processed as shown in Figure 7 What is necessary is just to clamp the connecting means 20 of the fitting.

In addition, mortar is filled between the plurality of binding ribs 7 protruding on the outer circumferential surface of the body 3 when placing the wall 11 with concrete or the like when manufacturing the manhole 10. Therefore, the binding force between the body 3 and the wall 11 can be increased, and the head 4 formed at the inner end of the body 3 or the flange-shaped rib 7c formed at the middle or the outer side of the body 3 has a manhole. Further solidify the binding force between the wall (11) and the body (3). In particular, despite the structure of the body 3 and the binding ribs 7 as described above, when it is difficult to support the tension force or the moment acting from the anchor sleeve 1 alone as shown in Figures 3 and 6 By inserting the reinforcing member 30 into the body 3 through the fastening hole 9, the bearing force of the anchor sleeve 1 in the manhole wall 11 can be maintained even more strongly.

On the other hand, when using the press rod as shown in Figure 7 as the connecting means 20, puller 40 is used to pull out the connecting means 20 press-fitted into the insertion hole 5, the anchor of the present invention Since the sleeve 1 has a locking groove 19 formed on the outer end surface 17 of the body 3, the supporter 41 of the puller 40 can be easily fixed around the connecting means 20 so that the puller can be pulled. Withdrawal of the connecting means 20 using the 40 can be performed more easily and safely.

1 is a front sectional view showing a conventional manhole as a whole.

FIG. 2 is an enlarged front view of the anchor sleeve shown in FIG. 1. FIG.

Figure 3 is a front sectional view of the manhole to which the anchor sleeve according to the present invention is applied.

4 is a front view of the anchor sleeve shown in FIG.

5 is a longitudinal sectional view of FIG. 4;

6 is a perspective view of FIG. 4.

7 is a front view showing a fastening state of a puller for removing the press rod from the anchor sleeve shown in FIG.

<Description of the symbols for the main parts of the drawings>

1: anchor sleeve 3: body

5: insertion hole 7: binding rib

9: fastener 10: manhole

11: manhole wall 15: outer peripheral surface

19: locking groove 20: connecting means

30: reinforcing member 40: puller

41: support

Claims (3)

Unimodal body 3; An insertion hole 5 formed at one end of the body 3 and having an inlet 6 exposed to the outer circumferential surface 15 of the wall 11 of the manhole 10 to insert and fix the connecting means 20; And A plurality of binding ribs (7) protruding from the outer peripheral surface (15) of the body (3) to increase the binding force with the manhole (10) wall (11). According to claim 1, The body 3 is a reinforcing member fastening hole 9 penetrated so as not to cause interference with the connecting means 20 which is inserted and fixed to the insertion hole 5 in a portion buried in the wall 11 of the manhole 10. Anchor sleeve for a manhole, characterized in that it further comprises. The method according to claim 1 or 2, The body 3 further includes a plurality of locking grooves 19 formed to hang and fix the support 41 of the puller 40 on the end surface 17 of one side end where the insertion hole inlet 6 is formed. Anchor sleeve for manholes, characterized in that.
KR1020090058310A 2009-06-29 2009-06-29 Anchor sleeve for a manhole KR20110000957A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020090058310A KR20110000957A (en) 2009-06-29 2009-06-29 Anchor sleeve for a manhole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020090058310A KR20110000957A (en) 2009-06-29 2009-06-29 Anchor sleeve for a manhole

Publications (1)

Publication Number Publication Date
KR20110000957A true KR20110000957A (en) 2011-01-06

Family

ID=43609596

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020090058310A KR20110000957A (en) 2009-06-29 2009-06-29 Anchor sleeve for a manhole

Country Status (1)

Country Link
KR (1) KR20110000957A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11221631B2 (en) 2019-04-24 2022-01-11 Innovation First, Inc. Performance arena for robots with position location system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11221631B2 (en) 2019-04-24 2022-01-11 Innovation First, Inc. Performance arena for robots with position location system

Similar Documents

Publication Publication Date Title
KR20110112191A (en) Concrete block, manufacturing method therof, and installing methodthereof
US20190031473A1 (en) Lifting fastener
CN210103276U (en) Lifting hook and concrete precast pile
CN107762135B (en) Construction method of scaffold wall connecting piece of building outer wall
KR101471541B1 (en) Combined pile having a different diameter
JP6539890B2 (en) Method and apparatus for extracting buried pile
KR20110000957A (en) Anchor sleeve for a manhole
JP4829950B2 (en) Steel pipe erection jig and steel pipe installation method
JP4478988B2 (en) Cable support for suspension bolts
CN215101440U (en) Upright column hoisting auxiliary tool
CN210658341U (en) Open type limiting nut
EP3103756B1 (en) A method for attaching a lifting element to a concrete body
KR20130129151A (en) Clamp of system support for construction
CN209891235U (en) Integral pre-buried structure of steel structure column lower margin bolt
KR101349259B1 (en) Dubble type hybrid inner member and Removalable anchor structure for load dispersion using the same
KR20090025086A (en) Anchor assembly for lifting concreat structure and construction methode thereof
CN217150220U (en) Ground anchor for construction
CN109230999B (en) Reinforcing bar hoisting device for building engineering
CN216355735U (en) Oil well cable protector
KR102437065B1 (en) Anchor apparatus for ensuring check safe attachment to the outer wall
CN217759606U (en) Reinforcing steel bar sleeve
CN218952435U (en) Steel wire rope finalized embedded pull ring
CN215165517U (en) Combined type hanging bar
CN112456301A (en) Prefabricated shear wall, prefabricated shear wall lifting appliance and lifting method thereof
CN112096046B (en) High altitude stabilising arrangement of building outer wall construction usefulness

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
E601 Decision to refuse application