KR101630310B1 - Prefabricated Structure for water pipe valve room - Google Patents

Prefabricated Structure for water pipe valve room Download PDF

Info

Publication number
KR101630310B1
KR101630310B1 KR1020160019813A KR20160019813A KR101630310B1 KR 101630310 B1 KR101630310 B1 KR 101630310B1 KR 1020160019813 A KR1020160019813 A KR 1020160019813A KR 20160019813 A KR20160019813 A KR 20160019813A KR 101630310 B1 KR101630310 B1 KR 101630310B1
Authority
KR
South Korea
Prior art keywords
water pipe
blocks
hole
block
valve
Prior art date
Application number
KR1020160019813A
Other languages
Korean (ko)
Inventor
이규환
유승표
김기복
Original Assignee
주식회사 와텍
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 주식회사 와텍 filed Critical 주식회사 와텍
Priority to KR1020160019813A priority Critical patent/KR101630310B1/en
Application granted granted Critical
Publication of KR101630310B1 publication Critical patent/KR101630310B1/en

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B9/00Methods or installations for drawing-off water
    • E03B9/02Hydrants; Arrangements of valves therein; Keys for hydrants
    • E03B9/08Underground hydrants
    • E03B9/10Protective plates or covers
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/045Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • E02D29/05Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench
    • 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Architecture (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Health & Medical Sciences (AREA)
  • Electromagnetism (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Physics & Mathematics (AREA)
  • Building Environments (AREA)

Abstract

The present invention relates to a prefabricated structure for a chamber of a water pipe valve. According to the present invention, the prefabricated structure for a chamber of a water pipe valve comprises: a floor unit (10); a wall unit (20); a ceiling unit (30) installed in an upper portion of the wall unit (20); and a cover (40) sealing an opening unit (23). According to the present invention, a construction period and construction costs can be reduced.

Description

BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a prefabricated structure for a water pipe,

The present invention relates to a prefabricated structure for a water supply valve chamber, and more particularly, to a prefabricated structure for a water supply valve chamber, which is waterproof and which is required to have waterproof performance, is constructed by using a concrete block using a concrete block, The present invention relates to a prefabricated structure for a water pipe valve chamber.

Generally, a water pipe buried in the ground from a water source to a supply point is formed by a pipe having a larger diameter as the water source is closer to the water source, and the pipe is gradually installed with a smaller diameter.

At this time, the water pipe is not directly connected to the supply point, but the valve is installed in the middle due to factors such as inspection, management, and branching. In order to maintain the valve, the valve is located in the structure called the valve chamber.

Figs. 1 and 2 show a conventional example of the construction of the valve chamber.

Specifically, in the conventional valve chamber construction, the bottom floor of the valve chamber is poured into the excavated soil, the bottom foundation steel is assembled and assembled, and then the floor concrete is poured. Then, the water supply pipe and the valve are assembled and installed as shown in FIG. After installing the outer wall and inner wall formwork, scaffolding, tiller, etc., concrete is poured, cured, and then the inner formwork is dismantled. After the exterior and interior waterproofing works, the ladder, footplate, valve And installing an accessory such as a kite board.

As a result of this construction, it takes a great deal of time and cost to construct the valve chamber.

In order to solve this problem, there have been disclosed a number of techniques for making the valve chamber wall into an integral structure of synthetic resin, but these structures have been found to have a longer life than the conventional concrete installation type valve chamber. Recently, The integrated resin wall structure is being abandoned.

As another technique, a "block-assembled valve chamber manhole" (Korean Patent Registration No. 10-1318655, Patent Document 1) has been disclosed.

Patent Document 1 discloses a structure in which an intake block or a masonry block having the same curvature is radially disposed, a reinforcing rib is formed in an intake block, and an intake block and a fitting groove are formed and connected to each other.

The entrance block of Patent Document 1 is formed of a synthetic resin material since the reinforcing rib is formed therein.

However, Patent Document 1 also uses a block made of a synthetic resin material, and the synthetic resin material is not environmentally friendly. In the state where the valve chamber is installed in the ground, it can not firmly resist against the earth pressure applied from the outside, So that water leaks into the inside of the valve chamber, thereby contaminating the internal environment of the valve chamber.

Particularly, a valve chamber to be buried in the ground is generally maintained for at least several decades. In the case of a plastic material, there is a problem that it must be made of a very expensive member to satisfy such a condition.

KR 10-1318655 (October 10, 2013)

The prefabricated structure for a water pipe valve of the present invention is designed to solve the problems caused by the conventional art as described above. The concrete block is disposed in a prefabricated manner to form a wall part, And reduce construction costs.

Particularly, the blocks are combined by using grooves and projections which are engaged with each other on the left and right sides. In the upper and lower adjacent blocks, the sealant mounting grooves are formed, and the horizontal sealing material is inserted into the sealant mounting grooves, So that it is possible to prevent the inflow of water into the valve chamber or the water inside the valve chamber from penetrating into the ground.

In addition, the upper and lower adjacent blocks are connected to each other through the vertical connecting member, and a space is formed in the joining portion of the grooves and the protrusions of the adjacent blocks to the left and right, and the vertical sealing material is inserted in the space. So that moisture can flow into the valve chamber between adjacent blocks on the left and right sides, or moisture in the valve chamber can be prevented from penetrating into the ground.

In other words, it is possible to construct easily through assembling between the blocks and to have an excellent airtightness so as to prevent the water in the ground from being introduced into the valve chamber in the normal state, and to prevent valve breakage So that it is possible to prevent water infiltration into the ground even if rupture occurs.

Particularly, a cover made of a frame and a cover member is provided in an opening through which the water pipe passes. At this time, the frame is tightly adhered to both sides of the corner side block, and a frame is provided on both sides of the inner periphery side and the outer periphery side of the opening periphery block By adopting the double cover structure, it is possible to prevent the formation of a gap in the portion through which the water pipe penetrates, and to have excellent airtightness.

In addition, a hole for injecting the mortar is formed in the cover member, and a fast curing mortar is injected through the hole to fill the gap between the periphery of the water pipe and the opening, so that the tight airtightness can be maintained.

Particularly, since the opening portion of the wall portion is formed to be larger than the outer diameter of the water pipe, it is easy to insert the water pipe even after the wall portion is formed and the airtightness can be maintained through the installation of the cover member after the insertion, And to satisfy them.

In addition, the bottom and the ceiling are configured to enclose the upper block and the lower block, respectively, so that airtightness between the upper end of the wall, the ceiling, and the bottom of the wall and the bottom can be maintained.

In order to solve the above problems, the prefabricated structure for a water pipe valve of the present invention is characterized in that a plurality of water pipes (1) are inserted into the valve (2) A bottom portion 10; A plurality of blocks 22 made of a concrete material are formed continuously along the upper surface of the bottom portion 10 so as to form a valve chamber 21 in which the valve 2 is installed above the bottom portion 10, And an opening 23 for inserting the water pipe 2 into the valve chamber 21 is formed in the valve chamber 21. The blocks 22 are connected to the adjacent block 22 in the horizontal direction And a vertical connection hole 22c vertically penetrating the center of the coupling protrusion 22b and the coupling groove 22a are formed at the center of the coupling protrusion 22b and the upper and lower adjacent blocks 22b, The vertical connection members 22d are connected to each other through the vertical connection holes 22c so as to be horizontally connected to each other to form horizontal connection holes 22e, The horizontal connection hole 22e is connected to the horizontal connection reinforcing member 22f A sealing material mounting groove 22g having a semicircular cross section is formed in a horizontal direction connecting the blocks 22 on the same position on a plane on the contact surfaces of the blocks 22 contacting with each other in the upper and lower directions The horizontal sealing member 22h is fitted in the sealing member mounting groove 22g and the outer end of the connecting protrusion 22b is vertically spaced apart from the inner end of the coupling groove 22a by a space A wall portion 20 fitted to the wall portion 20; A ceiling portion 30 provided on the wall portion 20 and having a check port 31 communicating with the valve chamber 21 at one side thereof; And a cover (40) having a through hole (41) through which the water pipe (2) penetrates and sealing the opening (23).

The cover 40 has a side surface close to the side wall surface of the block 22 in contact with the opening 23 so as to be in close contact with the inner circumferential surface at the inner circumferential and outer circumferential edges of the opening 23 And an outer circumferential adhered portion 43b which is bent perpendicularly to the side close contact portion 43a while being connected to the side close contact portion 43a and is brought into close contact with the outer circumferential surface of the block 22 contacting the opening 23 Two frames (43) formed at the center thereof with clearance through holes (44) larger than the outer diameter of the water pipe (2); A through hole 41 corresponding to the outer diameter of the water pipe 2 is formed at the center and the water pipe 2 is fitted and engaged with the through hole 41. One side of the through hole 41 is in close contact with the outer circumferential surface close part 43b of the frame 43, The two frames are fitted in the inner and outer edges of the block 22 in contact with the openings 23 and the cover members 42 ) Are fixedly coupled to each other.

One of the two cover members 42 connected to the two frames 43 is provided with a mortar injection hole 45 communicating with the extra through hole 44. The two mortise injection holes 45 are formed through the mortar injection hole 45, Shrinkage non-shrinkage mortar 46 is injected into the space between the cover member 42 and the outer circumferential surface of the water pipe 1 and finished.

Further, the ceiling portion (30) includes an upper roof member (32) having the check port (31) formed at one side and a periphery having a flat shape; The inner and outer ends of the upper and lower roof members 32 and 32 are fixed to the upper roof member 32 so that the upper and lower blocks 22 and 32 are inserted into the block insertion groove 33a. And a curved wall connecting member (33).

In addition, the bottom portion 10 is characterized in that a lower fitting groove 11 into which the lower end blocks 22 of the wall portion 20 are inserted is formed.

According to the present invention, since the concrete block is disposed in a prefabricated manner to form the wall portion, the complicated construction process of the field wet type can be avoided, and the air can be shortened and the construction cost can be reduced.

Particularly, the blocks are combined by using grooves and projections which are engaged with each other on the left and right sides. In the upper and lower adjacent blocks, the sealant mounting grooves are formed, and the horizontal sealing material is inserted into the sealant mounting grooves, It is possible to prevent the inflow into the valve chamber or the infiltration of water inside the valve chamber into the ground.

In addition, the upper and lower adjacent blocks are connected to each other through the vertical connecting member, and a space is formed in the joining portion of the grooves and the protrusions of the adjacent blocks to the left and right, and the vertical sealing material is inserted in the space. It is possible to prevent moisture from flowing into the inside of the valve chamber between the blocks adjacent to the left and right or penetrating the inside of the valve chamber into the ground.

In other words, it is possible to construct easily through assembling between the blocks and to have an excellent airtightness so as to prevent the water in the ground from being introduced into the valve chamber in the normal state, and to prevent valve breakage It is possible to prevent water infiltration into the ground even if rupture occurs.

Particularly, a cover made of a frame and a cover member is provided in an opening through which the water pipe passes. At this time, the frame is tightly adhered to both sides of the corner side block, and a frame is provided on both sides of the inner periphery side and the outer periphery side of the opening periphery block By adopting the double cover structure, it is possible to prevent the formation of a gap in the portion through which the water pipe penetrates, thereby providing excellent airtightness.

In addition, a hole for injecting the mortar is formed in the cover member, and a fast curing mortar is injected through the hole to fill the space between the water pipe and the opening, thereby maintaining the tight airtightness.

Particularly, since the opening portion of the wall portion is formed to be larger than the outer diameter of the water pipe, it is easy to insert the water pipe even after the wall portion is formed and the airtightness can be maintained through the installation of the cover member after the insertion, .

In addition, since the floor and the ceiling are configured to enclose the upper block and the lower block, airtightness between the upper end of the wall, the ceiling, and the bottom of the wall and the floor can be maintained.

1 and 2 are photographs showing an example of a wet type construction of a conventional valve body structure.
3 is a partially cut exploded perspective view showing one embodiment of a prefabricated structure for a water pipe valve of the present invention.
4 is a perspective view showing a prefabricated structure for a water pipe valve of the present invention.
5 is a cutaway perspective view showing a prefabricated structure for a water pipe valve of the present invention.
6 is a plan sectional view showing a state of a wall portion in the present invention.
7 is a cut-away perspective view showing the state before and after the cover is installed in the prefabricated structure for a water pipe valve of the present invention.
8 is a side cross-sectional view of a prefabricated constructions for a valve and a valve of the present invention.
9 is a sectional view showing the state before and after the injection of the mortar into the inside of the cover in the present invention.
10 is an exploded perspective view showing connection states of blocks in the present invention.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, a prefabricated structure for a water pipe valve of the present invention will be described in detail with reference to the accompanying drawings.

The present invention is a structure in which a plurality of water pipes (1) are inserted into a valve (2) and connected to each other. The structure is composed of a bottom part (10), a wall part (20), a ceiling part And a cover 40. As shown in Fig.

The bottom 10, which is a component of the present invention, may be constructed of cast-in-place concrete as in a conventional valve seal construction.

At this time, preferably, as shown in FIG. 5, a "U" shaped lower fitting groove 11 having upwardly bent both ends upwardly is formed on the cast-in-place concrete as shown in FIG. 5, The lower blocks 22 constituting the upper and lower blocks 20 may be inserted and installed.

Specifically, the bottom portion 10 can be achieved by installing a steel plate as shown on the floor of the cast-in-place concrete, and installing a steel plate having a shape of "∪" along the periphery of the steel plate.

This makes it possible to prevent moisture infiltration from occurring between the bottom part of the wall part 20 and the bottom part 10 without any additional waterproof construction.

The wall 20 as a component of the present invention is constructed such that a valve chamber 21 on which a valve 2 is installed is formed above the bottom 10, A plurality of blocks 22 made of a concrete material are continuously connected to the left and right along the circumference of the upper surface of the main body 10 and are laminated successively on the upper side.

In addition, the wall portion 20 is formed with an opening 23 for inserting the water pipe 2 into the valve chamber 21 as shown in Fig.

At this time, the detailed configuration of the blocks 22 is shown in detail in FIGS. 3 and 10.

First, the blocks 22 are configured to engage and engage with the pair of engaging projections 22b and the engaging grooves 22a, as shown in FIG. 1, to be engaged horizontally with each other.

10 shows a block 22 in which coupling projections 22b and coupling grooves 22a are formed in directions opposite to each other in accordance with the position of the block 22 and coupling grooves 22b and coupling grooves 22a, The block 22 is shown in Fig.

10 shows an example in which the blocks 22 are connected in a line along the wall portion 20. In the case where the blocks 22 are installed in multiple rows, a coupling groove 22a is formed on two surfaces of four sides of the block 22 And the engaging protrusions 22b may be formed on the remaining two surfaces.

6, the width direction of the block 22 is wide and the width direction of the inside of the block 22 is narrow. As shown in FIG. 6, The block 22 adjacent to the coupling groove 22a of the block 22 as a reference when the blocks 22 are connected to each other is assembled such that the coupling projections 22b are fitted in the vertical direction, It means that the structure is such that it can not be separated by the structure.

3, 6 and 10, the outer ends of the engaging projections 22b are engaged with the engaging grooves 22b of the engaging grooves 22b, 22a, and the vertical sealing member 22i is vertically fitted to the spaced space so that the airtightness can be improved.

The vertical sealing member 22i may be made of a resilient packing material such as rubber corresponding to the shape of the spaced space or larger than the space, so that the vertical sealing member 22i can be dry-fitted to the upper sealing member 22i.

The length of the vertical sealing member 22i may be a length extending from the upper end of the entire wall portion 20 to the lower end than the length corresponding to the height of the unit block 22.

In addition, after the basic assembly of the wall part 20 is completed, the waterproofing performance may be achieved by a wet type method of injecting a waterproofing solution into the space of the connection clearance between the upper blocks 22 and curing.

As shown in FIGS. 3 and 10, each of the blocks 22 has a vertical connection hole 22c vertically penetrating the vertical connection member 22d Are connected to each other by being installed through vertical connection holes 22c of upper and lower adjacent blocks 22.

In this case, it is preferable that the vertical connecting member 22d is formed of a steel material. As shown in the figure, the vertical connecting hole 22c and the vertical connecting member 22d are formed in a unit polygonal shape, So as to prevent the phenomenon of being assembled while being twisted.

When each block 22 is coupled in the horizontal direction, only the fitting engagement between the engaging groove 22a and the engaging projection 22b insufficiently holds the external earth pressure in the state where the wall portion 20 is buried in the ground In order to prevent the bearing blocks 22a and 22b from being damaged due to wear and tear on the concrete block 22b, the blocks 22 may be horizontally connected to each other in the horizontal direction as shown in the horizontal direction, A horizontal connection reinforcing member 22f having a plurality of holes 22e formed therein and passing through the plurality of horizontal connection holes 22e is installed through the horizontal connection holes 22e of the adjacent blocks 22, .

Particularly, the horizontal connection reinforcing member 22f is formed such that a thread is formed at the end thereof and is projected outside the horizontal connection hole 22e of the block 22 at both side ends constituting one surface of the wall portion 20, A tension member is tightly coupled to the threaded portion formed on the opposite side of the torsion bar so that the adjacent blocks 22 in the horizontal direction can be firmly tightly coupled.

10, the blocks 22 forming the wall surface portion of the wall portion 20 have such a structure that the horizontal connection hole 22e completely penetrates both ends only in the longitudinal direction, and the wall portion 20, The blocks 22 corresponding to the corners may be formed in such a structure that the horizontal connection holes 22e pass through all four surfaces in the horizontal and vertical directions and then be tensioned and bound through the horizontal connection reinforcing member 22f.

When such a structure is adopted, the height of the horizontal connection holes 22e of the blocks 22 corresponding to the respective surfaces may be different from each other.

In addition, the block 22 has a sealing material mounting groove 22g having a semicircular cross-sectional shape on the upper and lower surfaces, the upper surface and the lower surface, as shown in Figs. 3 and 10, And the horizontal sealing material 22h having the circular sectional shape shown in the drawing is fitted in the sealing material installation groove 22g of the adjacent blocks 22 to prevent water infiltration through the interface between the upper and lower adjacent blocks 22 can do.

At this time, the horizontal sealing material 22h is formed to correspond to the length of one side of the wall 20 rather than to the length of the unit block 22.

The horizontal sealing material 22h may also be applied in a dry or wet manner like the vertical sealing material 22i.

In addition, the position of the sealing member mounting groove 22g in a plane is formed on both sides of the coupling groove 22a as a reference, so that the sealing is doubly formed on the inner side and the outer side of the block 22, .

As shown in FIGS. 3 and 4, the ceiling portion 30, which is a component of the present invention, is installed on the wall portion 20 and has a check port 31 communicating with the valve chamber 21 at one side thereof have.

The shape of the ceiling portion 30 may be a slab shape as shown in FIG. 3, or a curved shape like a dome according to circumstances.

As shown in FIGS. 3 and 8, in order to prevent water infiltration or the like between the ceiling portion 30 and the upper block 22 of the wall portion 20 by a dry method, the inspection port 31 is formed at one side The upper roof member 32 is fixed to the upper roof member 32 along the lower circumference of the upper roof member 32. The upper roof member 32 is fixed to the upper roof member 32 by the upper roof member 32, And a wall connecting member 33 that is bent downward at the inner and outer ends so that a block insertion groove 33a to be coupled is formed.

The wall connecting member 33 may be manufactured by welding and fixing a plurality of angles to an iron plate.

Since the downwardly bent portion of the wall connecting member 33 surrounds the outer circumferential surface and the inner circumferential surface of the upper block 22, it is possible to prevent infiltration of external moisture. In particular, the upper roof member 32 is made of a material such as an iron plate It is possible to easily combine them by welding or the like while being composed of the same material.

As shown in FIG. 3, the cover 40, which is a component of the present invention, has a through hole 41 through which the water pipe 2 passes, and is configured to close the opening 23 have.

The cover 40 shown in Fig. 3 has two frames fitted in the inner and outer corners of the block 22 contacting the openings 23, respectively, and the cover member 42 is fixed to each frame 43 .

Specifically, the frame 43 includes a side contact portion 43a which is brought into close contact with the side wall surface of the block 22 contacting the opening portion 23 so as to be in close contact with the inner peripheral surface at the inner periphery and the outer peripheral edge of the opening portion 23, And an outer circumferential surface close contact portion 43b that is bent perpendicularly to the side close contact portion 43a while being connected to the side close contact portion 43a and is in tight contact with the outer circumferential surface of the block 22 contacting the opening portion 23. In the center, (2) A clearance through hole 44 larger than the outer diameter is formed.

That is, it can be easily manufactured by welding multiple angles orthogonally to each other.

The cover member 42 has a through hole 41 corresponding to the outer diameter of the water pipe 2 at the center thereof and is connected to the water pipe 2 at one side thereof, And is fixed to the frame 43 by welding or the like.

This configuration prevents a clearance between the block 22 and the cover 40 that surround the opening 23 through the frame 43 and the cover member 42 is fitted tightly with the water pipe 2 So that airtightness can be maintained.

At this time, a packing may be optionally provided in the through hole 41, or a silicone waterproof liquid or the like may be applied to prevent a gap with the outer circumferential surface of the water pipe 1.

An example in which such a cover 40 is installed is shown in Figs. 8 and 9. Fig.

As can be seen from the drawing, it can be seen that a pair of the frame 43 and the cover member 42 are provided inside and outside the openings 23, respectively.

This prevents double infiltration of moisture through the opening 23 through the double installation structure.

In addition, it is possible to inject the quick-setting mortar into the gap using the dual installation structure to prevent the flow of the surrounding blocks 22 and to maximize the waterproof performance.

More specifically, as shown in FIG. 9, one of the two cover members 42 connected to the two frames 43 is provided with a mortar injection hole 45 communicating with the clearance through hole 44, The non-shrinkage ultra low speed mortar 46 can be injected into the space between the two cover members 42 and the outer circumferential surface of the water pipe 1 through the holes 45 to be finished.

In this case, it is possible to prevent the flow of the water pipe (1) and to prevent the sagging of the water pipe (1).

The construction of the prefabricated structure for a water pipe valve of the present invention constructed as described above will be briefly described below.

First, the bottom concrete is poured into the excavated soil, then an iron plate is installed as shown on the bottom surface, and a bottom portion 10 is installed by installing a steel material having a "∪" shape along the periphery of the steel plate.

Then, a plurality of blocks 22 are prepared, the first wall section 20 is constructed in such a manner that the coupling grooves 22a and the coupling protrusions 22b are fitted to the left and right, Are stacked and multi-stage construction is carried out.

During the construction of the upper and lower blocks 22, the horizontal sealing material 22h is fitted in the sealing material mounting groove 22g.

After the blocks 22 are installed, the vertical connection member 22d is passed through the vertical connection holes 22c of the upper and lower straight lines, the horizontal connection holes 22e forming the straight line are passed through the horizontal connection reinforcing member 22f, The vertical sealing member 22i is fitted in the spacing space between the engaging projection 22b and the engaging groove 22a.

By this construction, the sealing work of horizontal and vertical connection parts between the blocks 22 constituting the wall part 20 can be easily completed.

The frame 43 is provided on the inner side and the outer side of the respective openings 23 and then the water pipe 1 is passed through the clearance through holes 44 and the openings 23 of the frame 43, ), Then install valve (2).

The water pipe 1 is inserted into the through hole 41 of the cover member 42 before passing through the water pipe 1 and then the valve 2 is assembled.

Then, the cover member 42 is fixed to the frame 43, and the cover 40 is installed and the installation of the water pipe 1 is completed by injecting the quick-speed mortar 46 into the mortar injection hole 45.

Then, the ceiling portion 30 is installed on the upper part of the wall portion 20, and the construction is completed by filling the soil around the wall portion 20.

This construction can remarkably shorten the air compared to the construction of the conventional valve seal structure. In some cases, the assembly of the wall portion 20 is assembled together with the steel plate constituting the bottom portion 10, It is possible to mount the ceiling part 30 on the concrete floor only by installing the water pipe 1, installing and assembling the cover 30, and mounting the ceiling part 30 on the floor.

That is, the air can be remarkably shortened compared to the conventional air conditioner, and excellent airtightness can be satisfied.

1: Water pipe 2: Valve
10: bottom part 11: bottom fitting groove
20: wall portion 21: valve chamber
22: Block 22a: Coupling groove
22b: engaging projection 22c: vertical connecting hole
22d: vertical connecting member 22e: horizontal connecting hole
22f: horizontal connection reinforcing member 22g: sealing member mounting groove
22h: horizontal sealing material 22i: vertical sealing material
23: opening 30: ceiling
31: inspection port 32: upper roof member
33: wall connecting member 33a: block fitting groove
40: cover 41: through hole
42: cover member 43: frame
43a: side contact portion 43b: outer peripheral surface close contact portion
44: Through hole

Claims (5)

delete 1. A prefabricated structure for a water pipe valve in which a plurality of water pipes (1) are inserted into a valve (2) and connected to each other,
A bottom portion 10;
A plurality of blocks 22 made of a concrete material are formed continuously along the upper surface of the bottom portion 10 so as to form a valve chamber 21 in which the valve 2 is installed above the bottom portion 10, And an opening 23 for inserting the water pipe 2 into the valve chamber 21 is formed in the valve chamber 21. The blocks 22 are connected to the adjacent block 22 in the horizontal direction And a vertical connection hole 22c vertically penetrating the center of the coupling protrusion 22b and the coupling groove 22a are formed at the center of the coupling protrusion 22b and the upper and lower adjacent blocks 22b, The vertical connection members 22d are connected to each other through the vertical connection holes 22c so as to be horizontally connected to each other to form horizontal connection holes 22e, The horizontal connection hole 22e is connected to the horizontal connection reinforcing member 22f A sealing material mounting groove 22g having a semicircular cross section is formed in a horizontal direction connecting the blocks 22 on the same position on a plane on the contact surfaces of the blocks 22 contacting with each other in the upper and lower directions The horizontal sealing member 22h is fitted in the sealing member mounting groove 22g and the outer end of the connecting protrusion 22b is vertically spaced apart from the inner end of the coupling groove 22a by a space A wall portion 20 fitted to the wall portion 20;
A ceiling portion 30 provided on the wall portion 20 and having a check port 31 communicating with the valve chamber 21 at one side thereof;
And a cover (40) having a through hole (41) through which the water pipe (2) penetrates and sealing the opening (23) at one side,
The cover 40 has a side contact portion 43a which is in close contact with the side wall surface of the block 22 contacting the opening 23 so as to be in close contact with the inner circumferential surface at the inner periphery and the outer periphery of the opening 23, And an outer circumferential surface close contact portion 43b that is bent perpendicularly to the side close contact portion 43a while being connected to the close contact portion 43a and closely attached to the outer circumferential surface of the block 22 contacting the opening portion 23. In the center, 2) two frames 43 on which clearance holes 44 larger than the outer diameter are formed;
A through hole 41 corresponding to the outer diameter of the water pipe 2 is formed at the center and the water pipe 2 is fitted and engaged with the through hole 41. One side of the through hole 41 is in close contact with the outer circumferential surface close part 43b of the frame 43, And a cover member (42) fixed to the frame (43)
Characterized in that the two frames are fitted in the inner and outer edges of the block (22) in contact with the opening (23), respectively, and the cover member (42)
Prefabricated structures for water pipe valve applications.
3. The method of claim 2,
One of the two cover members 42 connected to the two frames 43 is formed with a mortar injection hole 45 communicating with the clearance through hole 44,
Shrink mortar 46 is injected into the space between the two cover members 42 and the outer circumferential surface of the water pipe 1 through the mortar injection hole 45,
Prefabricated structures for water pipe valve applications.
The method of claim 3,
The ceiling portion (30)
An upper roof member 32 formed on one side of the inspection hole 31 and having a flat periphery;
The inner and outer ends of the upper and lower roof members 32 and 32 are fixed to the upper roof member 32 so that the upper and lower blocks 22 and 32 are inserted into the block insertion groove 33a. And a bent wall connecting member (33).
Prefabricated structures for water pipe valve applications.
5. The method of claim 4,
Characterized in that the bottom part (10) is formed with a lower fitting groove (11) into which the lower end blocks (22) of the wall part (20)
Prefabricated structures for water pipe valve applications.
KR1020160019813A 2016-02-19 2016-02-19 Prefabricated Structure for water pipe valve room KR101630310B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020160019813A KR101630310B1 (en) 2016-02-19 2016-02-19 Prefabricated Structure for water pipe valve room

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020160019813A KR101630310B1 (en) 2016-02-19 2016-02-19 Prefabricated Structure for water pipe valve room

Publications (1)

Publication Number Publication Date
KR101630310B1 true KR101630310B1 (en) 2016-06-15

Family

ID=56135338

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020160019813A KR101630310B1 (en) 2016-02-19 2016-02-19 Prefabricated Structure for water pipe valve room

Country Status (1)

Country Link
KR (1) KR101630310B1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101860818B1 (en) * 2017-10-16 2018-07-02 박정수 Water free manhole of thread conjuction type
KR20220052666A (en) * 2020-10-21 2022-04-28 서울시립대학교 산학협력단 Out-of-plane overturning prevention device of masonry partition wall and construction method of the same

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005188217A (en) * 2003-12-26 2005-07-14 Hideo Takahashi Relay concrete block for water and sewerage pipe
KR20070076560A (en) * 2007-05-30 2007-07-24 유택상 Sectional manhole
KR20080067769A (en) * 2007-01-17 2008-07-22 주식회사 준별에프알피산업 Compound construction method valve room and that construction method
KR101318655B1 (en) 2013-06-17 2013-10-16 주식회사 정원주철 The block assembly type manhole cover for valve chamber

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005188217A (en) * 2003-12-26 2005-07-14 Hideo Takahashi Relay concrete block for water and sewerage pipe
KR20080067769A (en) * 2007-01-17 2008-07-22 주식회사 준별에프알피산업 Compound construction method valve room and that construction method
KR20070076560A (en) * 2007-05-30 2007-07-24 유택상 Sectional manhole
KR101318655B1 (en) 2013-06-17 2013-10-16 주식회사 정원주철 The block assembly type manhole cover for valve chamber

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101860818B1 (en) * 2017-10-16 2018-07-02 박정수 Water free manhole of thread conjuction type
KR20220052666A (en) * 2020-10-21 2022-04-28 서울시립대학교 산학협력단 Out-of-plane overturning prevention device of masonry partition wall and construction method of the same
KR102408101B1 (en) 2020-10-21 2022-06-10 서울시립대학교 산학협력단 Out-of-plane overturning prevention device of masonry partition wall and construction method of the same

Similar Documents

Publication Publication Date Title
KR101039656B1 (en) Psc bridge pier assembled with precast concrete segments having steel duct and steel pipe, and constructing method thereof
KR101713284B1 (en) Seismic retrofit PC wall panel for RC frame, Seismic retrofit structure of RC frame using PC wall panel and construction method thereof
KR101630310B1 (en) Prefabricated Structure for water pipe valve room
JP3208379B2 (en) Filling material for rainwater storage and infiltration facilities
KR100661916B1 (en) Concrete culvert capable of reinforcement shear force and buckling thereof
KR100738999B1 (en) Precast concrete segment having connecting structure using steel duct, and connecting structure thereof
KR100617526B1 (en) Fabricated Precast Concrete Sewerage Manhole
KR20200104531A (en) Water resist increasing built-up PC concrete culvert box and waterway and underground duct using it
KR101989574B1 (en) Culvert for four faced waterproof maintenance and construction method of the same
KR101817712B1 (en) A Culvert and method for constructing the culvert
KR100536069B1 (en) Fabricated pc culvert reinforced with socket and bracket
KR101115915B1 (en) Assembling type water tank
KR101133158B1 (en) Chnage section connection structure for concrete pc box
KR100862077B1 (en) Prefabricated large plastic tank
KR200387868Y1 (en) Fabricated pc culvert reinforced with socket and bracket
KR200342335Y1 (en) Fabricated Precast Concrete Sewerage Manhole
KR100582000B1 (en) Waterproof wall structure of outer wall for building
KR20080081622A (en) Prefabricated precast concrete pumping plant manhole and method of constructing the manhole
KR100799697B1 (en) Draining plate for bottom of underground
JP2002242284A (en) Sealing structure for precast member
KR20010016306A (en) Method for constructing of assembly type manhole
KR200381471Y1 (en) A waterway duct unit
JP3114141B2 (en) Basement
JP2964127B2 (en) How to build a basement
KR102461339B1 (en) A expansion joint water stopper board of concrete structure

Legal Events

Date Code Title Description
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20190603

Year of fee payment: 4