CN116086788A - Modularized water storage device structure and method for floor load test - Google Patents
Modularized water storage device structure and method for floor load test Download PDFInfo
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- CN116086788A CN116086788A CN202310242890.6A CN202310242890A CN116086788A CN 116086788 A CN116086788 A CN 116086788A CN 202310242890 A CN202310242890 A CN 202310242890A CN 116086788 A CN116086788 A CN 116086788A
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M13/00—Testing of machine parts
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
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- Y02A20/108—Rainwater harvesting
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Abstract
The utility model relates to an engineering detection technical field specifically discloses a modularization water storage device structure for floor load test, including floor and the retaining module of placing on the floor, the retaining module includes stand and retaining bag, and the stand sets up along vertical direction and is perpendicular with the floor, stand fixedly connected with is along the connecting plate of vertical direction setting, and the pull rod can dismantle with the connecting plate and be connected; the upright posts and the pull rods can be encircled to form a character returning frame, and the water storage bag is placed in the character returning frame. The aim of this patent is to solve when current floor load experiments there is the load to pile and carry inconvenience, and the load piles and carries the problem of arranging the degree of difficulty big, unable adaptation different floor bearing experiment demands.
Description
Technical Field
The invention relates to the technical field of engineering detection, in particular to a modularized water storage device structure and method for floor load test.
Background
The bearing that the house born in the use often has: the building is loaded by various loads such as dead weight of a structure, live load of a building, live load of a roof, ash load of the roof, load of a vehicle, load of a crane and power load of equipment, shoulder, snow, ice, waves and the like, and the building is loaded by the building which is most commonly used and most likely to cause potential safety hazard. Therefore, before the building floor is put into use, in order to ensure the quality of the building floor and improve the safety of the building engineering, a load test is required to be carried out on the floor so as to directly detect the bearing capacity of the floor.
The materials commonly used for stacking in the floor load test at present mainly comprise sand, water and the like; the sand and stone stacking method requires time for personnel to transport sand and stone to stack on the floor slab in a reciprocating manner, and is time-consuming and labor-consuming; the water storage device is usually used for bricklaying and enclosing a pool, arranging a finished water tank and the like, the bricklaying and enclosing pool needs to be arranged on site according to the requirement of load experiment, and the time is spent for waiting for the cement of the enclosing pool to solidify, so that the experiment cost, the experiment duration and the experiment workload are greatly increased; when a finished water tank is adopted for carrying out load experiments; because the specifications of finished water tanks are different, the requirements of on-site floor load experiments cannot be met, a plurality of water tanks are required to be arranged, and because the water tanks are inconsistent in size, the pressure of water with the same weight at the bottoms of the water tanks with different sizes is inconsistent; therefore, in order to keep the load consistent, the water level in the water tank needs to be calculated and adjusted repeatedly for many times, so that the difficulty of water tank arrangement is high when a load experiment is carried out. Therefore, the existing mode is adopted to carry out the floor load experiment, and the problems of high field arrangement cost and high arrangement difficulty exist.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides a modularized water storage device structure and a modularized water storage device method for a floor load test, which solve the problems that the existing floor load test is inconvenient in load stacking, the load stacking and arranging difficulty is high, and the requirement of different floor load bearing tests cannot be met.
In order to solve the problems, the technical scheme adopted by the invention is that the modularized water storage device structure for the floor load test comprises a floor and a water storage module arranged on the floor, wherein the water storage module comprises a stand column and a water storage bag, the stand column is arranged along the vertical direction and is vertical to the floor, the stand column is fixedly connected with a connecting plate arranged along the vertical direction, and a pull rod is detachably connected with the connecting plate; the upright posts and the pull rods can be encircled to form a character returning frame, and the water storage bag is placed in the character returning frame.
The beneficial effect that this scheme produced is: by adopting the modularized water storage module, the water storage bag can be assembled randomly according to the field load experiment requirement, water is added into the water storage bag according to the required load weight, and the load is arranged simply and quickly, so that time and labor are saved; the upright posts, the pull rods and the water storage bags are directly assembled on the floor slab to form the water storage module, so that the experimental load is not required to be carried, and the transportation time and the transportation cost are reduced; the device simple structure, safe and reliable can effectively avoid the scene to pile and carry the grit and consume time and effort, the brickwork encloses the pond and arranges modes transportation such as finished product water tank and the scene and arranges the higher shortcoming of degree of difficulty, but this modularized structure material cyclic utilization, dismantlement transportation convenience simultaneously, reduction test cost that can be very big. For the equipment inconvenience that adopts the finished water tank to arrange, adopt the water storage tank of modularization to be convenient for carry out the modularization equipment according to the floor size of difference waiting to test, application scope is wide, convenient to use.
Further, the bottom of the water storage bag is provided with communicating pipes communicated with the inside of the water storage bag, the water storage modules are provided with a plurality of communicating pipes, and the communicating pipes among the water storage bags of the water storage modules are connected in pairs. Through arranging the communicating pipe below the water storage bag, the water storage bags among different water storage modules can be communicated, so that the water level height of the water storage bags among the different water storage modules is ensured to be consistent; uneven load distribution is avoided.
Further, the connecting plates are provided with four connecting plates which are welded with the upright posts in a cross shape; the upright posts can be combined in four directions by arranging 4 connecting plates; and a plurality of water storage modules are convenient to carry out modularized assembly.
Further, by arranging the base at the lower end of the upright post, the contact area between the upright post and the floor slab is enlarged, and the placement stability of the upright post can be improved; the device is ensured to be stable by arranging the reinforcing ribs.
Further, 2-8 communicating pipes are arranged. Through set up a plurality of communicating pipes in the retaining bag diversified to can realize that a plurality of retaining modules all can make the effect of retaining bag intercommunication in the arbitrary combination of four directions about.
Further, a method for using the modular water storage device structure for floor load test comprises the following steps: step 1: according to the dimension of the floor slab 1 to be tested, the dimension of a single water storage module is determined, the single water storage module is arranged according to the dimension determined by modularization, 4 upright posts are firstly arranged when the single water storage module is arranged, and each upright post comprises a connecting plate and an upright post support fixed at one end of each upright post; step 2: the pull rod is detachably connected to the connecting plates of two adjacent upright posts along the transverse direction until the upright posts and the pull rod are surrounded to form a character-returning frame; step 3: the water storage bag is placed in the character returning frame, and then the assembly of the single water storage module is completed; step 4: continuously connecting adjacent water storage modules on the basis of the single water storage module according to the floor load test area requirement, and connecting upper interfaces of different water storage bags among different water storage modules together in pairs after the adjacent water storage modules are installed; the communicating pipes of the adjacent water storage bags are connected together in pairs; and carrying out a load experiment.
Through the steps, the simple assembly of the water storage module according to the requirements of different floor load experimental areas is realized; the experiment can be rapidly performed; the modularized structure has wide application range, is convenient to assemble and disassemble, and effectively saves experimental cost.
Drawings
FIG. 1 is a schematic view of the structure of the present invention
FIG. 2 is a cross-sectional view taken along line 1-1 of FIG. 1
FIG. 3 is a schematic view of a column structure
FIG. 4 is a cross-sectional view taken along line 2-2 of FIG. 3
Fig. 5 is a cross-sectional view of fig. 3-3.
Detailed Description
The following is a further detailed description of the embodiments:
reference numerals in the drawings of the specification include: floor 1, stand 2, pull rod 3, support 4, connecting plate 5, bar connecting hole 6, connecting screw 7, water storage bag 8, upper interface 9, communicating pipe 10.
Example 1 this is shown in fig. 1 and 2: the utility model provides a floor load test is with modularization water storage device structure, includes floor 1 and places the water storage module on floor 1, and the water storage module includes stand 2 and water storage bag 8, and stand 2 sets up along vertical direction and is perpendicular with floor 1, and stand 2 welds the connecting plate 5 that sets up along vertical direction, opens on the connecting plate 5 has the bar connecting hole 6 that sets up along vertical direction, and connecting screw 7 passes the connecting hole on the connecting plate 5 and is connected with pull rod 3; a plurality of pull rods 3 and four upright posts 2 can be encircled to form a word returning frame, the pull rods 3 are transversely connected between two adjacent upright posts 2, 3 pull rods 3 are uniformly distributed at intervals along the vertical direction, and the water storage bag 8 is placed in the word returning frame.
The number of the water storage modules is 6, the upper ends of the water storage bags 8 are provided with upper interfaces 9, the upper interfaces 9 are fastened, and the upper interfaces 9 are connected with the upper ends of the water storage bags 8 of different water storage modules through the fasteners, so that the upper ends of the water storage bags are stably connected and are not easy to slide downwards due to the gravity of water; the bottom of the water storage bag 8 is provided with 3 communicating pipes 10 communicated with the inside of the water storage bag 8, and the communicating pipes 10 between the water storage bags 8 of 6 water storage modules are connected in pairs. Through arranging the communicating pipe 10 below the water storage bag 8, the water storage bags 8 among different water storage modules can be communicated, so that the water level height of the water storage bags 8 among different water storage modules is ensured to be consistent; uneven load distribution is avoided.
As shown in fig. 3, 4 and 5, the connecting plate 5 is provided with four cross-shaped connecting plates, one end of the column, which is contacted with the floor slab 1, is welded with a base, and reinforcing ribs are connected between the base and the side wall of the upright post 2.
The upright post 2 is made of Q235B hot rolled seamless steel pipe with the diameter of 73mm and the wall thickness of 8mm, the pull rod 33 is made of Q235B flat steel with the size of 20mm wide and 8mm thick, the connecting plate 5 is made of Q235B flat steel with the size of 1200mm long, 50mm wide and 10mm thick, the support 4 is made of Q235B flat steel with the size of 100mmX100mm long and 10mm thick, and the water storage bag 8 is made of waterproof canvas.
The application method of the modularized water storage device structure for the floor slab load test comprises the following steps:
step 1: the method comprises the steps of determining the size of a single water storage module according to the size of a floor slab 1 to be tested, arranging the single water storage module according to the determined size, arranging 4 upright posts 2 when the single water storage module is arranged, wherein each upright post 2 comprises a welding connection plate 5 with the upright post and a support 4 welded at one end of each upright post 2;
step 2: the pull rod 3 is connected to the connecting plates 5 of two adjacent upright posts 2 through bolts until the upright posts 2 and the pull rod 3 are surrounded to form a back-shaped frame;
step 3: the water storage bag 8 is placed in the character returning frame, and then the assembly of the single water storage module is completed;
step 4: continuously connecting 5 adjacent water storage modules on the basis of the single water storage module according to the load test area requirement of the floor slab 1, and connecting an upper connector 9 of a water storage bag 8 and a lower communicating pipe 10 of the water storage bag 8 between different water storage modules after the adjacent water storage modules are installed; and carrying out a load experiment.
The points of embodiment 2 that are the same as embodiment 1 are not described in detail, but the difference is that; the number of the water storage modules is 8, and 4 communicating pipes 10 communicated with the inside of the water storage bag 8 are arranged at the bottom of the water storage bag 8; if the distance between two upright posts 2 required by the size of the water storage module to be installed is smaller than the length of the pull rod 3, the pull rod 3 can be connected between two adjacent upright posts 2 in a downward inclined mode, the distribution density of the pull rod 3 at the lower half section of the upright posts 2 is greater than that at the upper half section of the upright posts 2, and the water storage bag 8 is placed in the back-shaped frame.
The upright post 2 is a Q235B hot-rolled seamless steel pipe with the diameter of 75mm and the wall thickness of 8mm, the pull rod 33 is a Q235B flat steel with the size of 22mm wide and 8mm thick, the connecting plate 5 is a Q235B flat steel with the size of 1250mm long, 50mm wide and 10mm thick, the support 4 is a Q235B flat steel with the size of 100mmX100mm and 10mm thick, and the water storage bag 8 is made of polyethylene.
The application method of the modularized water storage device structure for the floor slab 1 load test comprises the following steps:
step 1: arranging a single water storage module on a floor slab 1 to be tested according to a modularized size, wherein 4 upright posts 2 are arranged when the single water storage module is installed, and each upright post 2 comprises a connecting plate 5 and an upright post 2 support 4 fixed at one end of each upright post 2;
step 2: the pull rod 3 is connected with the connecting plates 5 of two adjacent upright posts 2 in a bolt way along the downward inclined direction until the upright posts 2 and the pull rod 3 are surrounded to form a character-returning frame;
step 3: the water storage bag 8 is placed in the character returning frame, and then the assembly of the single water storage module is completed;
step 4: continuously connecting 7 adjacent water storage modules on the basis of the single water storage module according to the load test area requirement of the floor slab 1, and after the adjacent water storage modules are installed; after the adjacent water storage modules are installed, the upper interfaces 9 of the adjacent water storage bags 8 among the different water storage modules are connected together in pairs; the communicating pipes 9 of the adjacent water storage bags 8 are connected together in pairs; and carrying out a load experiment.
The foregoing is merely exemplary embodiments of the present invention, and specific structures and features that are well known in the art are not described in detail herein. It should be noted that modifications and improvements can be made by those skilled in the art without departing from the structure of the present invention, and these should also be considered as the scope of the present invention, which does not affect the effect of the implementation of the present invention and the utility of the patent. The protection scope of the present application shall be subject to the content of the claims, and the description of the specific embodiments and the like in the specification can be used for explaining the content of the claims.
Claims (6)
1. The utility model provides a floor load test is with modularization water storage device structure which characterized in that: the water storage module comprises a stand column and a water storage bag, wherein the stand column is arranged along the vertical direction and is perpendicular to the floor, the stand column is fixedly connected with a connecting plate arranged along the vertical direction, and the pull rod is detachably connected with the connecting plate; the upright posts and the pull rods can be encircled to form a character returning frame, and the water storage bag is placed in the character returning frame.
2. A modular water storage device structure for floor load testing as defined in claim 1, wherein: the bottom of the water storage bag is provided with communicating pipes communicated with the inside of the water storage bag, the water storage modules are provided with a plurality of communicating pipes, and the communicating pipes among the water storage bags of the water storage modules are connected in pairs.
3. A modular water storage device structure for floor load testing as defined in claim 1, wherein: the connecting plates are four and welded with the upright posts in a cross shape.
4. A modular water storage device structure for floor load testing as defined in claim 1, wherein: and one end of the upright post, which is in contact with the floor slab, is fixedly connected with a base, and a reinforcing rib is connected between the base and the side wall of the upright post.
5. A modular water storage device structure for floor load testing as claimed in claim 2, wherein: the number of the communicating pipes is 2-8.
6. A method of using a modular water storage device structure for floor load testing as defined in claim 1, wherein: the method comprises the following steps: step 1: according to the dimension of the floor slab 1 to be tested, the dimension of a single water storage module is determined, the single water storage module is arranged according to the dimension determined by modularization, 4 upright posts are firstly arranged when the single water storage module is arranged, and each upright post comprises a connecting plate and an upright post support fixed at one end of each upright post; step 2: the pull rod is detachably connected to the connecting plates of two adjacent upright posts along the transverse direction until the upright posts and the pull rod are surrounded to form a character-returning frame; step 3: the water storage bag is placed in the character returning frame, and then the assembly of the single water storage module is completed; step 4: continuously connecting adjacent water storage modules on the basis of the single water storage module according to the floor load test area requirement, and connecting the upper interfaces of different water storage bags together two by two after the adjacent water storage modules are installed; the communicating pipes of the adjacent water storage bags are connected together in pairs; and carrying out a load experiment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310242890.6A CN116086788A (en) | 2023-03-14 | 2023-03-14 | Modularized water storage device structure and method for floor load test |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310242890.6A CN116086788A (en) | 2023-03-14 | 2023-03-14 | Modularized water storage device structure and method for floor load test |
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| Publication Number | Publication Date |
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| CN116086788A true CN116086788A (en) | 2023-05-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202310242890.6A Pending CN116086788A (en) | 2023-03-14 | 2023-03-14 | Modularized water storage device structure and method for floor load test |
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| CN (1) | CN116086788A (en) |
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- 2023-03-14 CN CN202310242890.6A patent/CN116086788A/en active Pending
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