CN216275871U

CN216275871U - Water tank type pile foundation static load test balancing weight

Info

Publication number: CN216275871U
Application number: CN202122709717.1U
Authority: CN
Inventors: 刘旭东; 袁凤英; 刘琦齐; 朱旭帆
Original assignee: Central South Architectural Design Institute Co Ltd
Current assignee: Central South Architectural Design Institute Co Ltd
Priority date: 2021-11-05
Filing date: 2021-11-05
Publication date: 2022-04-12
Anticipated expiration: 2031-11-05

Abstract

A water tank type pile foundation static load test balancing weight relates to the field of balancing weights. This water tank formula pile foundation static test balancing weight includes a plurality of hollow boxes and a plurality of connecting blocks of the rectangular bodily form that stack in proper order along direction of height and width direction, and the one end terminal surface of every box is equipped with at least one inlet opening and at least one wash port respectively, and the box still is connected with the sealed lid that is used for switching inlet opening and wash port, and the four corners of every box top surface and bottom surface is equipped with the breach respectively, and every connecting block all is configured into both ends and is used for dismantling with a breach of two boxes and be connected. The experimental balancing weight of water tank formula pile foundation static load that this embodiment provided has the dismouting and hangs the advantage of putting convenience, stability is good, is convenient for transport and hoist and mount and use.

Description

Water tank type pile foundation static load test balancing weight

Technical Field

The application relates to a counter weight device field particularly, relates to a water tank type pile foundation static test balancing weight.

Background

In pile foundation static test, need pile up the balancing weight of certain quantity on the ballast platform and test in order to obtain predetermined load, adopt the concrete to make the balancing weight use in actual engineering usually, but because the balancing weight is heavier, transportation and hoist and mount are very inconvenient in the work progress, and the cost is higher, if use a plurality of water tanks to stack and arrange, then probably produce and place unstable defect.

Therefore, a water tank type pile foundation static load test balancing weight convenient to transport and hoist is needed in engineering.

SUMMERY OF THE UTILITY MODEL

An object of this application provides a water tank formula pile foundation static test balancing weight, and it has the dismouting and hangs the advantage of putting convenience, stability is good, is convenient for transport and hoist and mount use.

The embodiment of the application is realized as follows:

the embodiment of the application provides a water tank formula pile foundation static test balancing weight, it includes a plurality of hollow boxes and a plurality of connecting blocks of the cuboid form of stacking in proper order along direction of height and width direction, the one end terminal surface of every box is equipped with at least one inlet opening and at least one wash port respectively, the box still is connected with the sealed lid that is used for switching inlet opening and wash port, the four corners of every box top surface and bottom surface is equipped with the breach respectively, every connecting block all is configured into both ends and is used for dismantling with a breach of two boxes and be connected.

In some optional embodiments, each connecting block is connected with two connecting bolts penetrating through the connecting block through threads, and the inner wall of each notch is provided with at least one threaded hole for connecting the connecting bolts through threads.

In some optional embodiments, the water inlet hole and the corresponding water outlet hole are arranged on the end surface of the box body in an up-and-down mode.

In some alternative embodiments, the drain hole of each tank body is communicated with the water inlet hole of a tank body positioned below through a connecting pipe.

In some alternative embodiments, one side of each cassette is raised to form a boss and the other side is recessed to form a groove for snapping the boss.

In some optional embodiments, the box body further comprises a base, and the top surface of the base is provided with a plurality of clamping grooves for clamping the bottoms of the box bodies which are stacked in sequence along the height direction and the width direction.

The beneficial effect of this application is: the experimental balancing weight of water tank formula pile foundation static load that this embodiment provided includes a plurality of hollow boxes and a plurality of connecting blocks of the cuboid form of stacking in proper order along direction of height and width direction, the one end terminal surface of every box is equipped with at least one inlet opening and at least one wash port respectively, the box still is connected with the sealed lid that is used for switching inlet opening and wash port, the four corners of every box top surface and bottom surface is equipped with the breach respectively, every connecting block all is configured into both ends and is used for dismantling with a breach of two boxes and be connected. The experimental balancing weight of water tank formula pile foundation static load that this embodiment provided has the dismouting and hangs the advantage of putting convenience, stability is good, is convenient for transport and hoist and mount and use.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present application and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained from the drawings without inventive effort.

Fig. 1 is a schematic partial sectional structural view of a water tank type pile foundation static test counterweight block provided in an embodiment of the present application;

fig. 2 is the structural schematic diagram of box and connecting block in the experimental balancing weight of water tank formula pile foundation static load that this application embodiment provided.

In the figure: 100. a box body; 110. a water inlet hole; 120. a drain hole; 130. a sealing cover; 140. a notch; 150. a connecting bolt; 160. a threaded hole; 170. a connecting pipe; 180. a boss portion; 190. a groove; 200. connecting blocks; 210. a base; 220. a clamping groove.

Detailed Description

In order to make the objects, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are some embodiments of the present application, but not all embodiments. The components of the embodiments of the present application, generally described and illustrated in the figures herein, can be arranged and designed in a wide variety of different configurations.

Thus, the following detailed description of the embodiments of the present application, presented in the accompanying drawings, is not intended to limit the scope of the claimed application, but is merely representative of selected embodiments of the application. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.

It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.

In the description of the present application, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings or orientations or positional relationships that the products of the application usually place when in use, and are used only for convenience in describing the present application and simplifying the description, but do not indicate or imply that the devices or elements being referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present application. Furthermore, the terms "first," "second," "third," and the like are used solely to distinguish one from another and are not to be construed as indicating or implying relative importance.

Furthermore, the terms "horizontal", "vertical", "overhang" and the like do not imply that the components are required to be absolutely horizontal or overhang, but may be slightly inclined. For example, "horizontal" merely means that the direction is more horizontal than "vertical" and does not mean that the structure must be perfectly horizontal, but may be slightly inclined.

In the description of the present application, it is further noted that, unless expressly stated or limited otherwise, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present application can be understood in a specific case by those of ordinary skill in the art.

In this application, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may comprise direct contact of the first and second features, or may comprise contact of the first and second features not directly but through another feature in between. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.

The characteristics and performance of the water tank type pile foundation static load test balancing weight of the application are further described in detail in the following with reference to the embodiment.

As shown in fig. 1 and fig. 2, an embodiment of the present application provides a water tank type pile foundation static test counterweight, which includes 20 cuboid-shaped hollow boxes 100, 68 connecting blocks 200 and a base 210, wherein the 20 boxes 100 are 4 layers along a height direction, and each layer is 5 rows stacked in sequence along a width direction, a clamping groove 220 is disposed on a top surface of the base 210, and the clamping groove 220 is used for clamping bottoms of 5 rows of 5 boxes 100 stacked in sequence along the width direction. An end face of one end of each box 100 is provided with a water inlet 110 and a water outlet 120, the water inlet 110 and the corresponding water outlet 120 are arranged on the end face of the box 100, the water outlet 120 of each box 100 is communicated with the water inlet 110 of the box 100 located below through a connecting pipe 170, the box 100 is further provided with a sealing cover 130 for opening and closing the water inlet 110 and the water outlet 120 through threaded connection, four corners of the top surface and the bottom surface of each box 100 are provided with square notches 140, each connecting block 200 is configured to have two ends detachably connected with one notch 140 of the two boxes 100, each connecting block 200 is connected with two connecting bolts 150 penetrating through the connecting block by threads, the inner walls of three sides of each notch 140 are provided with a threaded hole 160 for connecting the connecting bolts 150 through threads, one side of each box 100 is protruded to form a protrusion 180, and the other side of the connecting block is recessed to form a groove 190 for clamping the protrusion 180.

When the water tank type pile foundation static test balancing weight provided by the embodiment is used, firstly, the base 210 is hung at a preset position, the clamping grooves 220 arranged on the top surface of the base 210 are arranged upwards, then, 5 boxes 100 are sequentially stacked in 5 rows along the width direction, the protrusions 180 arranged on one side of 4 boxes 100 are respectively clamped in the grooves 190 on one side of the other 4 boxes 100, the bottoms of 5 boxes 100 are clamped in the clamping grooves 220 on the top surface of the base 210, then, the other 15 boxes are sequentially hung on the top of 5 boxes 100, so that 20 boxes 100 are stacked to form 4 layers along the height direction, each layer is arranged in 5 rows along the width direction, meanwhile, the protrusions 180 arranged on one side of 4 boxes 100 in 5 boxes 100 on each layer are respectively clamped in the grooves 190 on one side of the other 4 boxes 100, then, the sealing cover 130 of each box 100 is rotated to open the corresponding water inlet holes 110 and water outlet holes 120, the drain hole 120 of each box 100 is respectively communicated with the water inlet hole 110 of a box 100 positioned below by using the connecting pipe 170, then the two ends of each connecting block 200 are respectively connected in the notches 140 of two adjacent boxes 100, two connecting bolts 150 penetrating through each connecting block 200 are respectively connected in the threaded holes 160 arranged on the inner walls of the notches 140 of the two adjacent boxes 100, each box 100 is connected together, then, water can be introduced into the water tank type pile foundation static load test balancing weight formed by connecting 20 boxes 100 from the water inlet holes 110 of the 5 boxes 100 on the uppermost layer, until the weight of the water tank type pile foundation static load test balancing weight reaches the preset weight for testing, and meanwhile, the user can also adjust the number of the boxes 100 according to the weight size.

The embodiments described above are some, but not all embodiments of the present application. The detailed description of the embodiments of the present application is not intended to limit the scope of the claimed application, but is merely representative of selected embodiments of the application. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.

Claims

1. The utility model provides a water tank formula pile foundation static test balancing weight which characterized in that, it includes a plurality of hollow box and a plurality of connecting blocks of the cuboid form that stack gradually along direction of height and width direction, every the one end terminal surface of box is equipped with at least one inlet opening and at least one wash port respectively, the box still is connected with and is used for the switching the inlet opening with the sealed lid of wash port, every the four corners of box top surface and bottom surface is equipped with the breach respectively, every the connecting block all is configured into both ends and is used for can dismantle with one of two the breach of box and be connected.

2. The water tank type pile foundation static test balancing weight according to claim 1, wherein each connecting block is connected with two connecting bolts penetrating through the connecting block through threads, and the inner wall of each gap is provided with at least one threaded hole for being in threaded connection with the connecting bolts.

3. The water tank type pile foundation static test balancing weight according to claim 1, wherein the water inlet hole and the water outlet hole are vertically arranged on the end surface of the box body.

4. The water tank type pile foundation static test balancing weight according to claim 3, wherein the drain hole of each of the box bodies is communicated with the water inlet hole of a lower one of the box bodies through a connecting pipe.

5. The water tank type pile foundation static test balancing weight according to claim 1, wherein one side of each box body is protruded to form a protruding portion, and the other side of each box body is sunken to form a groove for clamping the protruding portion.

6. The water tank type pile foundation static test balancing weight according to claim 1, further comprising a base, wherein the top surface of the base is provided with a plurality of clamping grooves for clamping and sequentially stacking the bottom of the box body along the height direction and the width direction.