JP2010168792A - Septic tank installation structure - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To achieve the purpose of piling up an upper slab according to the embedded depth of a septic tank and the purpose of assembling with reinforcements embedded in the upper slab while precasting both of a lower slab and a support in the work of embedding the septic tank to enjoy the advantages of shortening a construction period and simplifying work. <P>SOLUTION: In a septic tank installation structure, the support 3 erected from the precast lower slab 1 for mounting the septic tank 4 is formed with a precast concrete support, the support 3 is equipped with a piling-up reinforcement 5 projecting upward from the top end of the support 3. Piling-up concrete 6 for embedding a piling-up reinforcement portion 5a at the base of the piling-up reinforcement 5 is placed at a job site and formed on the top end of the support 3, the upper slab 2 is piled up by the piling-up concrete 6, and a splicing reinforcement portion 5b projecting upward from the piling-up concrete 6 is formed on the top end of the piling-up reinforcement 5. The septic tank installation structure has a structure of assembling the splicing reinforcement portion 5b with the embedded reinforcements 7 in the upper slab 2. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

  In the present invention, an embedded septic tank is placed on a precast lower concrete slab, and an upper concrete slab placed on the ground surface is supported by struts erected from the slab. It relates to the strut structure between slabs.

  When the upper part of the septic tank for household wastewater treatment buried in the ground is used for a garage or a parking lot, a plurality of props are set up on the ground surface from the lower concrete slab on which the buried septic tank is placed. It is obliged to support the upper concrete slab and receive the load of the vehicle applied to the upper surface of the upper concrete slab with a load-bearing structure composed of upper and lower concrete slabs and concrete columns.

  In Patent Document 1, a load bearing structure composed of the lower concrete slab, the upper concrete slab, and the support is constructed by the following steps 1 to 7.

<Step 1>
Kuriishi is spread on the inner bottom surface of the septic tank installation hole excavated on the ground, leveled concrete is cast on the top surface, and a lower concrete slab composed of a plurality of precast concrete panels is formed on the top surface of the leveled concrete.
<Step 2>
A plurality of vertical bars are braided on the joint reinforcing bars raised from the respective corners of the lower concrete slab, and spiral reinforcing bars are arranged around the vertical bars.
<Step 3>
A paper formwork called a void pipe is extrapolated to the outer circumferential surface of the vertical bar and the spiral reinforcing bar, and concrete is put into the pipe from the upper end opening of the void pipe in the field (filling). Form the buried concrete struts and usually fill the void tube.
<Step 4>
The septic tank is suspended and placed on the lower concrete slab through the struts.
<Step 5>
After the excavated soil is backfilled in the septic tank installation hole, a reinforcing bar to be embedded in the upper concrete slab is braided on the joint reinforcing bar at the upper end of the vertical bar protruding from the upper end of the concrete support.
<Step 6>
The concrete exposed on the ground surface (the upper surface of the backfill soil) on the septic tank is cast on-site to form an upper concrete slab that embeds the rebar.

JP 2002-61278 A

  In the septic tank installation structure typified by the above-mentioned Patent Document 1 and the strut structure between the upper and lower slabs, as shown in the above-mentioned steps 2, 3, and 4, the longitudinal reinforcing bars are connected to the reinforcing bars raised from the respective corners of the lower concrete slab. The work of placing the bar and the work of arranging the spiral reinforcing bar, The extrapolation of the void pipe to the outer peripheral surface of the vertical and spiral reinforcing bars, and the work of placing (filling) the concrete in the pipe from the upper end opening of the void pipe After the curing period to harden the concrete struts formed by the placing, the complicated work shown in the above steps 2, 3 and 4, such as the work of placing the upper concrete slab in the field, and the construction period and the construction cost are increased. It has an inviting problem.

  If it is necessary to raise the upper concrete slab according to the burial depth of each septic tank, it is necessary to prepare the vertical bars, spiral rebars and void pipes according to the burial depth and perform the above operation. This makes the construction more and more complicated.

  In addition, since the upper concrete slab is cast and formed after the columns are molded and hardened, it is difficult to secure a rigid structure between the concrete columns and the upper concrete slab, and in addition, the vertical bars and spiral bars in the void pipe flow into the concrete. However, it is difficult to obtain a strut structure between the upper and lower slabs that is easy to generate a nest in the strut and is robust and sound.

  In particular, since the struts are concealed in the void pipe or in the ground, the construction struts of the struts are often overlooked, and improvements are desired.

  In the present invention, a column is erected between the precast lower concrete slab of the underground septic tank and the upper concrete slab formed by in-situ casting, and the vertical load (vehicle load etc.) applied to the upper concrete slab is passed through the column. It relates to a septic tank installation structure designed to receive the cargo with a lower concrete slab.

  In the septic tank installation structure, the concrete strut is formed of a precast concrete strut, and while enjoying the advantages of precasting the strut, it protrudes upward from the upper end of the precast concrete strut according to the septic tank embedding depth that varies from site to site. Using the raised reinforcing bar portion of the raising reinforcing bar base, the raised concrete is cast in place integrally with the support column to raise the upper concrete slab.

  Furthermore, the joint reinforcing bar of the upper end of the raising reinforcing bar protruding above the raised concrete is braided with the embedded reinforcing bar of the upper concrete slab so that the upper concrete slab and the raised concrete can be cast at a time to be molded. It is a septic tank installation structure.

  The pillar standing hole provided in the precast lower concrete slab was recessed in the upper hole part defined by the concrete pillar standing boss raised from the upper surface of the lower concrete slab and within the wall thickness of the lower concrete slab. It is formed with a bottomed bottom hole, and the lower end of the precast concrete strut is stood in the upper hole while standing in the upper hole.

  Also, a wedge is driven between the inclined surface of the column support hole and the outer surface of the lower end of the column, and the structure is pressed against the vertical surface of the column support hole facing the inclined surface, so that the lower end of the concrete support column is fixed and positioned. .

  According to the present invention, both the lower concrete slab and the concrete support are precasted, and the raising provided in the support according to the embedding depth of the septic tank while enjoying the advantages of shortening the construction period and simplifying the work The purpose of raising the upper concrete slab can be achieved simply by placing the raised concrete on the spot using the raised reinforcement part of the reinforcing steel base, and can flexibly cope with the burial depth of different septic tanks on the spot.

  At the same time, the joint reinforcing bar at the top of the raising rebar that protrudes from the raised concrete is braided into the reinforcing bar embedded in the upper concrete slab, and the upper concrete slab is cast on-site, so that it is integrated rigidly with the raised concrete and the column. The structure can be easily formed, and the concrete post can be precast.

  According to the present invention, the upper concrete slab and the raised concrete can be formed by temporarily placing the concrete on the spot, and the concrete bond strength between them can be improved. Overall, labor saving, drastic shortening of construction period and cost reduction can be achieved.

  In addition, the concrete column is constructed by adopting a structure in which the precast concrete column is set up in the column stand hole of the lower concrete slab, a wedge is driven between the inclined surface of the column stand hole and the outer surface at the lower end of the column and pressed against the vertical surface of the column stand hole. It is possible to easily achieve the purpose of securing the vertical standing position and the standing position so as to function effectively with respect to the vertical load.

  Further, the upright depth of the concrete support is secured by the upper hole portion and the lower hole portion, so that the support post can be stably erected.

A is a cross-sectional view showing a state in which a precast concrete column is set up on a precast lower concrete slab and a septic tank is placed on the lower concrete slab. B is a reinforcing bar embedded in the upper concrete slab and a reinforcing bar for raising the precast concrete column. Sectional view showing the state where the part is braided, C is formed by placing the upper concrete slab on-site, and at the same time, the state where the above-mentioned raised concrete is cast on-site and both are cast at once, Sectional drawing which cross-sections and shows an upper concrete slab. In FIG. 1B and FIG. 1C, the upright concrete and the upper concrete slab are shown in cross section without the cross section of the support column. 1A is a cross-sectional view showing an enlarged state of a reinforcing bar joint of a reinforcing bar for raising the precast concrete strut in FIG. 1B and a reinforcing bar embedded in the upper concrete slab, and FIG. 1B shows the raised concrete and the upper concrete slab in FIG. 1C. Sectional drawing which expands and shows the state laid at the site at once. The top view of the precast lower concrete slab which formed the support stand boss. Sectional drawing of the precast lower concrete slab which shows the state which put the precast concrete support | pillar in the said support | pillar stand boss | hub. The longitudinal cross-sectional view which shows an example of a precast concrete support | pillar. The top view of the support | pillar. The longitudinal cross-sectional view which shows the other examples of the support | pillar. The top view of the support | pillar stand boss | mold formed integrally with the lower concrete slab. Sectional drawing which looked at the said support | pillar stand boss from one side. Sectional drawing which looked at the said support | pillar standing boss from the side surface adjacent to the said one side surface. Sectional drawing which shows the state which stood the precast concrete support | pillar in the support | pillar standing hole, and struck the wedge.

  The best mode for carrying out the present invention will be described below with reference to FIGS.

  1 to 11, 1 is a precast lower concrete slab for placing a septic tank 4 buried in the ground in a state of being buried underground, 2 is a vehicle or the like that is exposed on the ground surface above the septic tank 4 and placed on-site. It is an upper concrete slab to which a vertical load is applied, and has a configuration in which the upper concrete slab 2 is supported by a plurality of concrete columns 3 erected from the lower concrete slab 1.

  As shown in FIG. 1A, the septic tank 4 is accommodated in a septic tank installation hole 18 excavated so as to open on the ground surface, and placed on the upper surface of the precast lower concrete slab 1 installed on the inner bottom surface of the septic tank installation hole 18. To do.

  The concrete strut 3 is a precast concrete strut manufactured in advance at a factory, and the precast concrete strut 3 shown in FIGS. 5 to 7 is provided with a raising reinforcing bar 5 protruding upward from the upper end.

  A plurality of vertical bars 16 and horizontal bars 17 wound around the vertical bars 16 are embedded in the precast concrete column 3, and the upper ends of the vertical bars 16 are directed upward from the upper ends of the precast concrete columns 3. The raised reinforcing bars 5 are formed by protruding.

  The raising reinforcing bar 5 forms a raised reinforcing bar part 5 a embedded in the raised concrete 6 at the base extension part, and forms a joint reinforcing bar part 5 b with the reinforcing bar 7 embedded in the upper concrete slab 2 at the upper end extension part.

  As shown in FIG. 7, an upset hole 11 defined by a cylindrical wall 10 is provided at the upper end of the precast concrete support column 3, and the raising rebar 5 is raised from the inner bottom surface of the upset hole 11. While filling the concrete at the lower end of the concrete 6 into the upsetting hole 11, the raised reinforcing bar portion 5 a of the raising reinforcing bar 5 can be embedded in the raised concrete 6 to enhance the integration with the column 3.

  As shown in FIG. 1A, the precast concrete struts 3 are erected vertically at the four corners or edges of the precast lower concrete slab 1.

  Next, as shown in FIG. 1B, the septic tank installation hole 18 is filled with excavated soil, and so-called backfilling is performed. 21 indicates the backfill soil.

  Further, as shown in FIGS. 1B and 2A, the joint reinforcing bar portion 5 b formed at the upper end of the raising reinforcing bar 5 is assembled with the embedded reinforcing bar 7 of the upper concrete slab 1.

  The joint reinforcing bar portion 5b is bent at the tip portion into an L shape to form an overlap, and the overlap margin is overlapped with the horizontal bar of the reinforcing bar 7, or the tip portion of the joint reinforcing bar portion 5b is bent into an inverted U shape to form a hook, A method is used in which the hooks are hooked on the horizontal bars of the reinforcing bars 7 and the bars are respectively braided. In this case, it goes without saying that the braided portion can be bound using a wire rod.

  Next, as shown in FIG. 1C and FIG. 2B, the raised concrete 6 and the upper concrete slab 2 in which the raised reinforcing bar 5a of the raised reinforcing bar 5 base is embedded at the upper end of the precast concrete support column 3 are formed by in-situ placement. The upper concrete slab 2 is raised with the raised concrete 6.

  Currently, the upper dimension of the upper concrete slab 2 is obliged to have an upper limit of 30 cm for the reason that it will hinder the inspection from the manhole 19 of the septic tank 4 if it is excessive. Accordingly, the raising reinforcing bar 5 has a length of about 40 to 60 cm obtained by adding the raising reinforcing bar part 5a and the joint reinforcing bar part 5b with the upper limit of 30 cm.

  As described above, since the upper concrete slab 2 and the raised concrete 6 are once cast in place after the joint between the reinforcing bar portion 5b and the reinforcing bar 7, the joint reinforcing bar portion 5b is located above the raised concrete 6 at the time of the above braiding. However, in the completed structure, the joint reinforcing bar portion 5b penetrates the raised concrete 6 and protrudes upward, and is assembled with the reinforcing bar 7 embedded in the upper concrete slab 2.

  As described above, the upper concrete slab 2 and the raised concrete 6 are cast on site at a time to form a concrete structure, and the concrete support 3 and the lower concrete slab 1 are made of precast concrete.

  Accordingly, the lower end of the concrete support 3 is not connected to the lower concrete slab 1 by reinforced concrete, that is, a non-bonded structure, and means for positioning the support 3 and only standing vertically is provided.

  When raising the upper concrete slab 2 with the raised concrete 6, the manhole 19 on the upper surface of the septic tank 4 is raised using a known raising cylinder 20, and the upper concrete slab 2 is approximately at the same level as the lid of the manhole 19. Formed on site.

  As shown in FIGS. 3 and 4, the lower concrete slab 1 is formed by connecting a plurality of unit precast concrete plates 1a to a plane. Each unit precast concrete plate 1a abuts the side surface, but a bolt fastening plate 13 provided in substantially the same plane as the side surface is abutted with each other and fastened with a bolt 14, thereby uniting each unit precast concrete plate 1a into one piece of lower concrete. Slab 1 is formed.

  The lower concrete slab 1 is provided with a column standing hole 8 opened at the upper surface. The pillar standing hole 8 is recessed within the wall thickness of the lower concrete slab 1 and the upper hole part 8a defined by the same concrete slab raised from the upper surface of the lower concrete slab 1 and the pillar standing boss 9 made of integral concrete. It is formed with a bottomed bottom hole portion 8b concentric with the top hole portion 8a, and the lower end of the precast concrete support column 3 is raised into the lower hole portion 8b while the lower end of the precast concrete support column 3 is lowered into the upper hole portion 8a. Fixing to the inner bottom surface 8e of the hole 8b.

  At least one inner side surface of the column support hole 8 is inclined to the inclined surface 8c with an angle of attack with respect to the lower end of the precast concrete support 3, and the introduction of the support lower end is guided. The inner surface facing one is a vertical surface 8d, and a wedge 12 is driven into a gap 15 formed between the inclined surface 8c and one outer surface 3a at the lower end of the precast concrete column 3, and the above-mentioned one at the lower end of the precast concrete column 3 is formed. The outer side surface 3b opposite to the outer side surface 3a is pressed against the vertical surface 8d, the lower end of the concrete support 3 is fixed and the standing position is secured, and at the same time, the vertical standing state is secured by the pressing. Therefore, the raised concrete 6 and the upper concrete slab 2 are used for the on-site placement work, and function effectively with respect to the vertical load of the vehicle or the like applied to the upper concrete slab 2.

  The above-mentioned column standing hole 8 can be formed by the upper hole portion 8a without forming the lower hole portion 8b. The inner bottom surface 8e of the column support hole 8, that is, the inner bottom surface 8e of the lower hole portion 8b is substantially the same size and shape as the lower end surface of the support column 3, and the end of the lower end of the support column 3 is the inclined surface 8c of the support column standing hole 8. It is regulated and prevented from being displaced by the same vertical surface 8d as the lower end of the.

  As shown in FIG. 8 to FIG. 11, as an embodiment, the column 3 is square in cross section, and the column stand hole 8 is squared accordingly, and thus the column stand boss 9 is square, and the inside of the square column stand hole 8 is inside. The side surface or the three inner side surfaces are inclined surfaces 8c, that is, at least one inner side surface of the column standing hole 8 is the inclined surface 8c.

  Alternatively, the pillar standing hole 8 and the pillar standing boss 9 defining this are made circular or elliptical, and the pillar 3 is made circular or elliptical in cross section, and one inner surface of the circular or elliptical pillar standing hole 8 is inclined. The surface 8c is used, and the other inner surface is a vertical surface 8d. Alternatively, the above-described structure can be implemented by making the pillar standing hole 8 and the pillar standing boss 9 defining this into a polygon and making the pillar 3 a polygon in cross section.

  DESCRIPTION OF SYMBOLS 1 ... Lower concrete slab, 1a ... Unit precast concrete plate, 2 ... Upper concrete slab, 3 ... Precast concrete support | pillar, 3a ... The lower end one outer surface of the support | pillar, 3b ... Outer surface facing the same outer surface 3a, 4 ... Septic tank, DESCRIPTION OF SYMBOLS 5 ... Reinforcing bar, 5a ... Raised reinforcing bar part, 5b ... Joint reinforcing bar part, 6 ... Raised concrete, 7 ... Embedded reinforcing bar, 8 ... Post standing hole, 8a ... Upper hole part, 8b ... Lower hole part, 8c ... Inclined surface , 8d: vertical surface, 8e: inner bottom surface, 9: support stand boss, 10 ... cylindrical wall, 11 ... installation hole, 12 ... wedge, 13 ... bolt fastening hole, 14 ... bolt, 15 ... gap, 16 ... vertical bar , 17 ... Horizontal stripes, 18 ... Septic tank installation hole, 19 ... Manhole, 20 ... Manhole raising cylinder, 21 ... Backfill soil.

Claims (4)

A precast lower concrete slab for placing a septic tank buried in the ground, and an upper concrete slab placed on the ground surface on the septic tank, and a plurality of the upper concrete slabs erected from the lower concrete slab In the septic tank installation structure having a structure that is supported by a concrete support, the concrete support is formed of a precast concrete support, and the precast concrete support is provided with a raising reinforcing bar that protrudes upward from the upper end, at the upper end of the precast concrete support. The raised concrete for embedding the raised reinforcing bar portion of the raising reinforcing bar base is formed by in-situ casting, the upper concrete slab is raised by the raised concrete, and the upper end of the raising reinforcing bar is above the raised concrete. Reinforcing bars protruding into Forming a septic tank installation structure characterized by having a buried rebar and Kumisuji structure of the upper concrete slab 該継 skill reinforcement portion. 2. The septic tank installation structure according to claim 1, wherein said upper concrete slab and raised concrete are simultaneously cast on site. The precast lower concrete slab is provided with a pillar standing hole, the upper hole part defined by the same concrete slab raised from the upper surface of the lower concrete slab and the concrete concrete pillar standing boss, and the lower concrete slab 2. The septic tank according to claim 1, wherein the septic tank is formed with a bottomed bottom hole portion recessed within the wall thickness of the bottom wall, and the lower end of the precast concrete strut is raised into the lower hole portion while standing into the upper hole portion. Installation structure. At least one inner surface of the column support hole is inclined with an angle of attack with respect to the lower end of the precast concrete support column, and the inner surface of the column support hole facing the inclined surface is a vertical surface, and the inclined surface and the precast It has a structure in which a wedge is driven into a gap formed between one lower side surface of a concrete support column and an outer side surface of the lower end of the precast concrete column facing the one outer surface is pressed against the vertical surface. Item 3. A septic tank installation structure according to Item 3.

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