CN214609400U

CN214609400U - Bury anti vertical jar of body that floats of no lacing wire

Info

Publication number: CN214609400U
Application number: CN202120639354.6U
Authority: CN
Inventors: 王涛
Original assignee: Changzhou Ruizunde Intelligent Technology Co ltd
Current assignee: Changzhou Ruizunde Intelligent Technology Co ltd
Priority date: 2021-03-29
Filing date: 2021-03-29
Publication date: 2021-11-05
Anticipated expiration: 2031-03-29

Abstract

The utility model relates to the technical field of liquid storage tanks, in particular to a buried anti-floating vertical tank without tie bars, which comprises a tank top, a side wall, a tank bottom and a water inlet, wherein the tank top, the side wall and the tank bottom are fixedly connected, the side wall is formed by spirally and tightly connecting a whole annular plate along the axial direction, the whole side wall is cylindrical, and the connecting part of the annular plate is provided with a reinforcing rib; a support structure is arranged at the central position of the tank top, a plurality of top beams are fixedly arranged on the inner side surface of the tank top, and two ends of each top beam are respectively and fixedly connected with the support structure and the side wall; the axle center position of the interior of the tank body is provided with a support column, the top of the support column is fixedly connected with a support structure, and the bottom of the support column is fixedly arranged inside a concrete foundation below the tank bottom and the tank bottom. The utility model provides a vertical jar of body, inside no lacing wire, jar body structural strength is high, and anti buoyancy can be good, and the installation is simple, overhauls conveniently, can effectively solve bury jar body and easily take place to warp and the tank deck sinks easily and sinks the scheduling problem that sinks.

Description

Bury anti vertical jar of body that floats of no lacing wire

Technical Field

The utility model relates to a liquid storage tank technical field, concretely relates to bury anti floating vertical jar of body that does not have lacing wire.

Background

A water storage tank (also referred to as a water tank) is widely used as a common water storage container in the fields of daily life, fire fighting, industrial production and the like. The water tanks are divided into two categories, namely an above-ground water tank and an underground water tank according to different installation positions. Compared with the ground water tank, the buried water tank does not occupy the ground building land, so that the space area is saved, but in the practical application, the buried water tank also has the problems that the ground water is reverse leaked, the water quality is easily polluted, the buried water tank is extruded and deformed, and the like. The stainless steel water tank has the advantages of good sealing performance, difficult leakage, convenient installation, light weight, difficult breeding of bacteria and algae, and the like, and is widely applied.

Bury the water tank commonly and mainly be square structure's stainless steel's water tank, bury the water tank traditionally squarely and mainly adopt the welding of the square template of polylith to assemble or form with the bolt fastening concatenation, but because the concatenation quantity of template is great, there are more concatenation positions, lead to the mechanical strength of water tank not good. In order to strengthen the strength of the water tank body, improve the pressure resistance of the water tank and ensure that the water tank is smooth, stable and non-deformable, a buried water tank with a plurality of longitudinal and transverse tie bars arranged inside the water tank is arranged on the market. Although the water tank improves the sealing effect of the tank body and the strength of the water tank, the water tank has many defects: the tie bars in the water tank are criss-cross, and the tie bars in the inclined direction and the vertical direction are also arranged, so that the tie bars are dense, the cost is high, the installation period is long, the space between the tie bars is small, the internal space of the water tank is divided, the operation personnel can not enter the water tank to perform construction installation, overhaul, cleaning and maintenance, the action of the operation personnel is limited, and accidents such as scratch, collision and the like can be easily caused; the lacing wire is through many times high temperature and high heat welding, its material structure and organizational performance can deteriorate, corrosion resistance reduces, between the inside lacing wire of water tank, and the welding point between the moulding board of lacing wire and water tank soaks in the water for a long time, in the use, because the inside quality of water tank or inside water source change cycle is longer, easily arouse that the easy corrosion of welding seam department of water tank internals is cracked even, lead to the quality of water deterioration in the water tank, the water tank life-span shortens, arouse the water tank to warp, phenomenon such as leak, serious will lead to accidents such as the water tank tears collapse, the maintenance work of later stage water tank is loaded down with trivial details, manufacturing cost has also been increased.

The installation of square water tank is compared to the circular shape storage tank more simply, the concatenation gap still less, the same area face material, the storage space of storage tank is bigger, but the horizontal structure is adopted to current circular storage tank more, because the mounting structure characteristic of horizontal storage tank, design for small-size jar of body more, if enlarge the capacity of jar body diameter increase storage tank, jar body self gravity must increase, the phenomenon of the lateral wall of the jar body because of self gravity too big production compression deformation appears easily in the installation of horizontal structure simultaneously, jar body cross-section becomes the ellipse by circular, influence jar holistic steadiness and sealing performance of body. The structural strength of the vertical tank body in the market is poor, the anti-floating performance is poor, and the non-lacing wire vertical circular storage tank which is suitable for being buried in the ground and has good anti-floating performance does not exist at present.

SUMMERY OF THE UTILITY MODEL

To exist not enough among the prior art, the utility model provides a bury anti-floating vertical jar of body that does not have lacing wire, inside does not have the lacing wire, simple to operate, jar body has sufficient structural strength, can effectively resist the liquid of jar internal portion storage to the pressure of jar side wall, also can effectively resist the outside stratum pressure of jar side wall, and prevent that the tank deck from sinking and collapsing, can effectively solve the jar body of current storage tank and easily take place to warp, the problem that sink and collapse appears in the tank deck when burying, can also effectively solve inside construction cycle length that leads to because of intensive lacing wire that sets up of current storage tank, with high costs, there are technical problem such as potential safety hazard in the internal portion construction maintenance of jar, the utility model discloses a vertical jar body can be by wide application in various liquids such as storage domestic water, fire-fighting water, domestic sewage, oil or chemical solvent.

In order to solve the technical problem, the utility model discloses a following technical scheme realizes:

a buried anti-floating vertical tank without tie bars comprises a tank top, a side wall, a tank bottom and a water inlet positioned above the tank top, wherein a pump room can be further arranged above the tank top, the side wall and the tank bottom are fixedly connected, the side wall is formed by tightly connecting a whole annular plate along the spiral direction, the side wall is integrally cylindrical, and reinforcing ribs are arranged at the connecting part of the annular plate; the central point of tank deck puts and is provided with bearing structure, fixed mounting has many back timber on the medial surface of tank deck, is equipped with fore-and-aft support column in the axle center position of jar internal portion, the top of support column with bearing structure fixed connection, the bottom fixed mounting of support column is in inside the concrete foundation of tank bottoms and tank bottoms below.

Through the technical scheme, the reinforcing ribs are arranged at the connecting parts of the adjacent edges of the annular plates, so that the sealing performance of the tank body is ensured, the structure of the side wall of the tank body can be reinforced in the transverse direction, and the structural strength of the tank body is improved to resist the internal liquid pressure and the external stratum pressure; the top beam is arranged on the inner side surface of the tank top, so that not only can the gravity of the tank top be borne, but also the gravity of the floating soil covered on the top of the tank top can be borne, the top of the tank body is prevented from sinking and sinking, the tank body is prevented from deforming, the integral structural strength of the tank body is improved, and meanwhile, the storage space in the tank body cannot be occupied; through at jar body axle center position erection bracing post, be favorable to dispersion tank deck and tank deck soil slick to act on the holistic pressure of back timber and jar body, further play reinforcing jar body steadiness, prevent the effect of jar body deformation.

Furthermore, the top beam is distributed in a criss-cross mode, two ends of the top beam are fixed on the side wall, and the structural material of the top beam is any one of I-shaped steel, channel steel, H-shaped steel, round steel, square steel, angle steel, flat steel and C-shaped steel.

Furthermore, one end of the top beam is fixedly connected with the supporting structure, and the other end of the top beam is fixedly connected with the side wall.

Furthermore, a support column perpendicular to the tank bottom is installed in the middle of the top beam, and the bottom of the support column is fixedly installed inside the tank bottom and a concrete foundation below the tank bottom.

Furthermore, the reinforcing ribs are formed by mutually meshing and winding the adjacent edges of the spirally connected annular plates and extend to the outside of the side wall, the thickness of the reinforcing ribs is at least 5 times of that of the single-layer plate of the annular plates, and the reinforcing ribs play a role in structural reinforcement on the side wall of the tank body; and sealant is filled between the plate surfaces inside the first reinforcing ribs, so that the sealing effect of the tank body is further improved.

Furthermore, adjacent edges of the spirally connected annular plates are mutually overlapped, and the overlapped positions are welded and fixed to form overlapped parts, so that the sealing performance and the stability of the side wall of the tank body are ensured; the strengthening rib is formed by one side the marginal part of annular plate is buckled to the external portion of jar, further plays the effect of structure reinforcing to the lateral wall of the jar body, prevents that the jar body warp.

Furthermore, a plurality of studs are fixedly mounted on the surface of the side wall, the studs are axially parallel to the side wall, the top ends of the studs are fixedly connected with the tail end of the top beam, and the bottom ends of the studs are fixedly mounted inside a concrete foundation below the bottom of the tank. The strength of the side wall of the tank body is enhanced in the longitudinal direction by additionally arranging the vertical ribs, so that the structural strength of the tank body is improved to resist the liquid pressure from the inside of the tank body and the formation pressure outside the tank body, and meanwhile, the pressure from the top of the tank body can be dispersed.

Furthermore, the stud is fixedly connected with the reinforcing rib through a bolt, and the structural material of the stud is any one of I-shaped steel, channel steel, H-shaped steel, round steel, square steel, flat steel and C-shaped steel.

Furthermore, a concave water accumulation pit is arranged on the tank bottom, and the bottom of the water accumulation pit is lower than the plane of the tank bottom, so that liquid at the bottom of the tank body is thoroughly emptied, and the tank body is convenient to maintain and clean.

Further, be equipped with the slot on the concrete foundation of tank bottoms below, the bottom of lateral wall is through fixed mounting pour fixed connection in the slot inside and the concrete foundation, improve the whole steadiness and the anti-floating performance of jar body, concrete foundation, jar body and jar top soil slick three's gravity is far more than the buoyancy that groundwater buried jar body and produced to ground.

Compared with the prior art, the beneficial effects of the utility model are specifically as follows:

(1) the utility model provides a bury vertical jar of anti-floating no lacing wire, the inside does not have the lacing wire, structural strength is high, anti-floating performance is good, simple to operate, the construction cycle is short, use manpower and materials resources sparingly, can be used to store various liquids such as domestic water, fire-fighting water, domestic sewage, oil or chemical solvent, overcome the problem that the internal space of the jar that has the lacing wire is divided, the internal space of jar is bigger, the water storage capacity is bigger, also be favorable to the operating personnel to get into the internal portion of jar and install, clean and overhaul the work, the potential safety hazard is reduced, also avoided because the internal lacing wire produces the corrosive substance and thus influence the problem of the internal liquid cleanliness of jar; the utility model provides a horizontal jar of body is compared to the vertical jar of body, can not appear leading to jar body diameter to be difficult to the problem of expansion because of jar body dead weight produces the deformation.

(2) The utility model discloses set up bearing structure and back timber at the tank deck, can not produce load pressure to tank deck moulded board, can not occupy the storage space of the internal portion of jar yet, can support the gravity of tank deck self again simultaneously, bear the weight of the soil slick that the tank deck top covered, prevent that the tank deck top from sinking and sinking to appear, can prevent effectively that the tank deck warp, improve the integral structural stability of the jar body; set up the support column in jar internal portion axle center position, can disperse tank deck and soil slick and act on the holistic pressure of back timber and jar body, further play reinforcing jar body steadiness, prevent that the effect of jar body deformation from appearing.

(3) The utility model has the advantages that the reinforcing ribs are arranged at the adjacent connecting parts of the annular plates, so that the structure of the side wall of the tank body is enhanced in the transverse direction while the sealing performance of the tank body is ensured, the structural strength of the tank body is improved, and the resistance to the internal liquid pressure and the external formation pressure is facilitated; the vertical ribs are arranged on the surface of the side wall of the tank body, and the bottom of the vertical ribs is fixed in the concrete foundation, so that the strength of the side wall of the tank body is enhanced in the longitudinal direction, and the structural strength of the tank body is further improved.

(4) The utility model provides a structural design who forms the strengthening rib with the adjacent edge interlock at annular plate connection position, the jar body is connected through the mutual interlock of annular plate that a monoblock spiral shell screwing in rise layer upon layer and is formed, the thickness of strengthening rib is 5 layers of annular plate thickness at least, the structural strength to jar side wall plays the effect that is showing the reinforcing, and whole jar of body does not have any welding point, sealed glue of strengthening rib inside packing, the jar body has sufficient gas tightness, the preparation efficiency of whole jar of body is high, construction cycle is short, it saves labour and saves time.

(5) The utility model provides a structural design of another kind of strengthening rib, with the mutual overlap welded fastening in adjacent border at annular plate connection position, wherein one side annular plate edge outwards buckles and forms the strengthening rib, can further promote the sealing performance of the jar body, has also increased the mechanical strength of jar side wall, prevents that the extrusion deformation from appearing in the jar body.

Drawings

The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention. In the drawings:

FIG. 1 is a schematic perspective view of an underground anti-floating vertical tank without tie bars;

FIG. 2 is a top view of an underground anti-floating vertical tank without tie bars;

FIG. 3 is a schematic view of the cross-sectional structure "A-A" in FIG. 2;

FIG. 4 is a front view of an underground anti-floating vertical tank without tie bars;

FIG. 5 is a schematic view of the cross-sectional structure "B-B" in FIG. 4;

FIG. 6 is a schematic view of the bottom structure of the buried anti-floating vertical tank without tie bars;

fig. 7 is a schematic structural view of a reinforcing rib of the present invention;

fig. 8 is a schematic structural view of another reinforcing rib of the present invention.

Description of reference numerals: 1-tank top, 2-side wall, 3-tank bottom, 4-annular plate, 41-reinforcing rib, 42-overlapping part, 5-supporting structure, 6-top beam, 7-supporting column, 8-vertical rib, 9-water inlet, 10-water accumulation pit, 11-groove and 12-pump room.

Detailed Description

The preferred embodiments of the present invention will be described in further detail below with reference to the attached drawings, and it should be understood that the embodiments described herein are only used for illustrating and explaining the present invention, and are not used for limiting the present invention.

Example 1

Can know by fig. 1 ~ 4, this embodiment provides an underground anti vertical jar of body that has no lacing wire that floats, including tank deck 1, lateral wall 2 and tank bottoms 3, water inlet 9 is located tank deck 1 top, and tank deck 1 top still is provided with pump house 12, and fixed connection between tank deck 1, lateral wall 2 and the tank bottoms 3, lateral wall 2 is formed along the spiral zonulae occludens of axial direction by a monoblock annular slab 4, and lateral wall 2 wholly is cylindricly, and the connection position of annular slab 4 is provided with strengthening rib 41. As can be seen from the combination of FIGS. 3 and 6, a concave sump 10 is provided on the can bottom 3, and the bottom of the sump 10 is lower than the plane of the can bottom 3. Referring to fig. 6, a groove 11 is formed on the concrete foundation below the tank bottom 3, the bottom of the side wall 2 is installed in the groove 11, and the side wall 2 can be fixedly connected with the concrete foundation by pouring concrete in the groove 11.

As shown in fig. 7, the reinforcing rib 41 is formed by mutually engaging and winding the adjacent edges of the spirally connected annular plates 4 and extends to the outside of the side wall 2, the thickness of the reinforcing rib 41 is at least 5 times of the thickness of the single-layer plate of the annular plate 4, and the reinforcing rib gives enough structural strength to the side wall of the tank body in the transverse direction while ensuring the sealing performance of the tank body, and improves the rigidity of the whole tank body to resist the internal liquid pressure and the external formation pressure of the tank body, thereby preventing the deformation of the tank body. And sealant is filled between the board surfaces of the layers in the reinforcing ribs 41, so that the sealing effect is further improved.

As shown in fig. 3 to 5, a supporting structure 5 is arranged at the center of the tank top 1, a plurality of top beams 6 for bearing are fixedly mounted on the inner side surface of the tank top 1, the top beams 6 are made of square steel, two ends of each top beam 6 are fixedly connected with the supporting structure 5 and the side wall 2 respectively, and the top beams 6 extend towards the circumferential edge of the tank top 1 and are fixed on the side wall 2 through bolts by using the supporting structures 5 as the center. The top beam 6 is used for bearing the self gravity of the tank top 1 and the floating soil gravity covered on the tank top 1, so that the tank top is prevented from sinking and sinking, the tank body is prevented from deforming, and the stability of the whole structure of the tank body is reduced. As shown in fig. 3 and 6, a support column 7 is longitudinally arranged at the axis position inside the tank body, the top of the support column 7 is fixedly connected with the support structure 5, and the bottom of the support column 7 is fixedly installed inside the concrete foundation below the tank bottom 3 and the tank bottom 3, so as to disperse the pressure of the tank top acting on the top beam 6 and the tank body, thereby enhancing the stability of the tank body and preventing the tank body from deforming.

As can be seen from fig. 1, 3, and 4, a plurality of studs 8 are fixedly mounted on the circumferential outer surface of the side wall 2 at equal intervals, the studs 8 are H-shaped steel and are axially parallel to the side wall 2, the studs 8 are fixedly mounted on the reinforcing ribs 41, the top ends of the studs 8 are fixedly connected to the top beam 6, and the bottom ends of the studs 8 are fixedly mounted inside the concrete foundation below the tank bottom 3. The vertical ribs are additionally arranged outside the tank body, so that the storage space inside the tank body cannot be occupied, the strength of the side wall of the tank body can be enhanced in the longitudinal direction, the strength of the tank body is further improved, and the pressure from the liquid stored inside the tank body and the pressure of an external stratum is resisted.

Example 2

It can be known to combine fig. 1 ~ 4, this embodiment provides an anti vertical jar of body of lacing wire that floats of burying, including tank deck 1, lateral wall 2 and tank bottoms 3, water inlet 9 is located tank deck 1 top, and tank deck 1 top still is provided with pump house 12, and fixed connection between tank deck 1, lateral wall 2 and the tank bottoms 3, lateral wall 2 is formed along the spiral zonulae occludens of axial direction by a monoblock annular slab 4, and lateral wall 2 wholly is cylindricly, and the joint part of annular slab 4 is provided with strengthening rib 41. As can be seen from the combination of FIGS. 3 and 6, a concave sump 10 is provided on the can bottom 3, and the bottom of the sump 10 is lower than the plane of the can bottom 3. Referring to fig. 6, a groove 11 is formed on the concrete foundation below the tank bottom 3, the bottom of the side wall 2 is installed in the groove 11, and the side wall 2 can be fixedly connected with the concrete foundation by pouring concrete in the groove 11.

As shown in figure 8, the adjacent edges of the spirally connected annular plates 4 are mutually overlapped, the overlapped positions form an overlapped part 42 through welding and fixing, the reinforcing ribs 41 are formed by bending the edge part of one side annular plate 4 to the outside of the tank body, the sealing performance of the tank body is ensured, meanwhile, enough structural strength is provided for the side wall of the tank body in the transverse direction, the strength of the whole tank body is improved to resist the internal liquid pressure and the external stratum pressure, and the deformation of the tank body is prevented.

The utility model discloses a bury anti-floating vertical jar body without lacing wire, can also be in the middle part of every back timber downward perpendicular to the tank bottoms installation pillar, the bottom of pillar is fixed to be installed in the concrete foundation inside the tank bottoms and the tank bottoms below, further strengthen the structural strength of jar body; the upright columns perpendicular to the tank bottom can be arranged on the top beams at equal intervals, and the section steel is additionally arranged between the top beams on the tank top to connect the tops of the adjacent upright columns and further enhance the strength of the top beams.

Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described in the foregoing embodiments, or equivalents may be substituted for elements thereof. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims

1. The buried anti-floating vertical tank body without the tie bars comprises a tank top (1), a side wall (2), a tank bottom (3) and a water inlet (9) positioned above the tank top (1), and is characterized in that the tank top (1), the side wall (2) and the tank bottom (3) are fixedly connected, the side wall (2) is formed by tightly connecting a whole annular plate (4) in a spiral direction, the side wall (2) is integrally cylindrical, and a reinforcing rib (41) is arranged at the connecting part of the annular plate (4); the central point of tank deck (1) puts and is provided with bearing structure (5), fixed mounting has many back timber (6) on the medial surface of tank deck (1), is equipped with fore-and-aft support column (7) in the axle center position of jar internal portion, the top of support column (7) with bearing structure (5) fixed connection, the bottom fixed mounting of support column (7) is in inside the concrete foundation of tank bottoms (3) and tank bottoms (3) below.

2. The buried anti-floating vertical tank without tie bars according to claim 1, characterized in that the top beams (6) are distributed criss-cross and fixed at both ends to the side walls (2), and the structural material of the top beams (6) is selected from any one of i-steel, channel steel, H-steel, round steel, square steel, angle steel, flat steel and C-steel.

3. An underground anti-floating vertical tank without tie bars according to claim 1, characterized in that one end of the top beam (6) is fixedly connected with the supporting structure (5) and the other end is fixedly connected with the side wall (2).

4. The vertical underground anti-floating lashless tank body according to claim 1, wherein a pillar perpendicular to the tank bottom (3) is installed in the middle of the top beam (6), and the bottom of the pillar is fixedly installed in the tank bottom (3) and the interior of a concrete foundation below the tank bottom (3).

5. The vertical tank body of claim 1, wherein the reinforcing ribs (41) are formed by mutually engaging and winding adjacent edges of the spirally connected annular plates (4) and extend to the outside of the side wall (2), the thickness of the reinforcing ribs (41) is at least 5 times of the thickness of a single-layer plate of the annular plates (4), and sealing glue is filled between the plate surfaces inside the reinforcing ribs (41).

6. The vertical tank body of claim 1, wherein the adjacent edges of the spirally connected annular plates (4) are overlapped, the overlapped position is welded and fixed to form an overlapped part (42), and the reinforcing rib (41) is formed by bending the edge part of one side of the annular plate (4) towards the outside of the tank body.

7. The underground anti-floating vertical tank body without tie bars according to claim 1, characterized in that a plurality of vertical bars (8) are fixedly installed on the surface of the side wall (2), the vertical bars (8) are axially parallel to the side wall (2), the top ends of the vertical bars (8) are fixedly connected with the tail end of the top beam (6), and the bottom ends of the vertical bars (8) are fixedly installed inside a concrete foundation below the tank bottom (3).

8. The underground anti-floating vertical tank body without the tie bars as claimed in claim 7, wherein the tie bars (8) are fixedly connected with the reinforcing ribs (41) through bolts, and the structural material of the tie bars (8) is selected from any one of I-shaped steel, channel steel, H-shaped steel, round steel, square steel, flat steel and C-shaped steel.

9. The vertical tank body of claim 1, wherein the tank bottom (3) is provided with a concave water accumulation pit (10), and the bottom of the water accumulation pit (10) is lower than the plane of the tank bottom (3).

10. An underground anti-floating vertical tank without tie bars according to claim 1, characterized in that a groove (11) is arranged on the concrete foundation below the tank bottom (3), and the bottom of the side wall (2) is fixedly connected with the concrete foundation by pouring and fixedly installing in the groove (11).