CN112067199B - Testing method of integrated house rainproof testing device - Google Patents

Testing method of integrated house rainproof testing device Download PDF

Info

Publication number
CN112067199B
CN112067199B CN202010894065.0A CN202010894065A CN112067199B CN 112067199 B CN112067199 B CN 112067199B CN 202010894065 A CN202010894065 A CN 202010894065A CN 112067199 B CN112067199 B CN 112067199B
Authority
CN
China
Prior art keywords
water
test
reinforced concrete
pipe
house
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202010894065.0A
Other languages
Chinese (zh)
Other versions
CN112067199A (en
Inventor
张贺
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Yangzhou University
Original Assignee
Yangzhou University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Yangzhou University filed Critical Yangzhou University
Priority to CN202010894065.0A priority Critical patent/CN112067199B/en
Publication of CN112067199A publication Critical patent/CN112067199A/en
Application granted granted Critical
Publication of CN112067199B publication Critical patent/CN112067199B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M3/00Investigating fluid-tightness of structures
    • G01M3/02Investigating fluid-tightness of structures by using fluid or vacuum
    • G01M3/04Investigating fluid-tightness of structures by using fluid or vacuum by detecting the presence of fluid at the leakage point

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Examining Or Testing Airtightness (AREA)
  • Testing Resistance To Weather, Investigating Materials By Mechanical Methods (AREA)

Abstract

The invention discloses an integrated house rainproof test device and a test method thereof, belonging to the technical field of house tests, and comprising a reinforced concrete wall which is encircled into a circle, wherein a reinforced concrete slab is poured on the top of the reinforced concrete wall, and a water outlet is formed in the reinforced concrete slab; steel columns are arranged on the reinforced concrete wall at intervals, the lower half portions of the steel columns are embedded into the reinforced concrete wall, and cross beams and longitudinal beams which are used in a matched mode are arranged at the top ends of the steel columns; a translation truss is arranged on the cross beam, a spray head is arranged on the translation truss, and the spray head is communicated with a water supply pipe; wherein, set up the water tank in the reinforced concrete wall. The invention adopts the spraying technology to realize the integrated house rain-proof test, and can simulate the natural rainfall process and control the rainfall amount; the recycling of the test water is realized; the folding and the unfolding of the spraying equipment are realized, and the hoisting, the installation and the dismantling of the test house are facilitated; and the leakage position is found out in a targeted manner by adopting a plurality of sensing observation methods.

Description

Test method of integrated house rainproof test device
Technical Field
The invention belongs to the technical field of house tests, and particularly relates to a test method of an integrated house rainproof test device.
Background
The realization of modular design and assembly type construction of building houses is a great trend of the building industry, and integrated houses are produced on the basis of rapid development of assembly type buildings. Integrated form house is for adopting the design theory of container, all integrates the house structure, equipment, fitment and installs the housing construction form of transporting and piling up the construction after for the box, has extensive application in fields such as construction board house, staff's dormitory, green hotel.
The applicability of the building refers to the ability of the building to meet the conditions of living and use, wherein the rainproof performance is an important index, and the integrity and the impermeability of the fully assembled house such as an integrated house are poorer than those of the integrally cast building. Therefore, the rainproof weak points caused by design and installation need to be found out through experimental research, and targeted improvement is made. However, the existing test conditions cannot simulate the natural precipitation process, and cannot calculate the precipitation amount to evaluate the rain resistance of the building and improve the structure and the process of the leakage position in a targeted manner.
Disclosure of Invention
The purpose of the invention is as follows: the invention aims to provide a test method of an integrated house rain-proof test device, which adopts a spraying technology to simulate artificial rainfall and realizes the purpose of carrying out test research on the building rain-proof performance.
The technical scheme is as follows: in order to achieve the purpose, the invention provides the following technical scheme:
an integrated type house rainproof test device comprises a reinforced concrete wall which is enclosed into a circle, wherein a reinforced concrete plate is arranged above the reinforced concrete wall, and a water outlet is formed in the reinforced concrete plate; steel columns are arranged on the reinforced concrete wall at intervals, the reinforced concrete wall is embedded in the lower half portions of the steel columns, and cross beams and longitudinal beams which are used in a matched mode are arranged at the top ends of the steel columns; a translation truss is arranged on the cross beam, a spray head is arranged on the translation truss, and the spray head is communicated with a water supply pipe; wherein, set up the water tank in the reinforced concrete wall.
Furthermore, water-retaining glass plates are arranged between every two adjacent steel columns; and steel embedded parts are embedded at four corners of the reinforced concrete slab.
Furthermore, the translation truss is arranged on the cross beam in a sliding mode through end pulleys at two ends.
Furthermore, the steel column is an I-shaped section, the cross beam is a C-shaped section with a lip, the longitudinal beam is a C-shaped section, and the cross beam and the longitudinal beam are perpendicular to each other and are welded on the steel column.
Furthermore, the water tank is communicated with a municipal tap water pipe through a water adding pipe, and a water adding valve is arranged on the water adding pipe; the water tank is communicated with a water supply pump set through a water inlet pipe, and the water supply pump set is communicated with a water supply pipe.
Furthermore, the water supply pump group comprises a water inlet pipe, a water outlet pipe and a water feeding pipe which are sequentially connected, a water pump is arranged between the water inlet pipe and the water outlet pipe, a water feeding valve and a flow meter are sequentially arranged between the water outlet pipe and the water feeding pipe, the water outlet pipe is communicated with a water discharging pipe, and a water discharging valve is arranged between the water outlet pipe and the water discharging pipe. The water feeding valve is opened, the water discharging valve is closed, the water pump is opened, water flows into the water inlet pipe from the water tank through the orifice, flows in and out the water pipe through the pressurized flow of the water pump, and then is shunted by the water feeding pipe to enter the water supply pipe connected with each spray header, so that the spray headers spray, the rainfall simulation adopts the flow meter connected with the water feeding pipe to record and control, and after the test is finished, the water pump is closed, and the water feeding valve is closed.
Furthermore, the translation trusses are arranged on the cross beam in a plurality of groups in parallel; two ends of the starting group of the translation truss are respectively connected with an opening inhaul cable, and the opening inhaul cable is wound on an opening inhaul cable hub by winding around a first pulley; two ends of each group of translation trusses are respectively connected with a closed sling, and the closed sling sequentially rounds a third pulley and a second pulley and then is wound on a closed cable hub; the winding direction of the opening cable on the opening cable hub is opposite to that of the closing cable on the closing cable hub, and the opening cable hub and the closing cable hub are symmetrically arranged on two sides of the translation truss.
Furthermore, a winding-differential group is arranged between the symmetrically arranged opening cable hubs and drives the driving gear to rotate through a transmission shaft; when the driving gear rotates clockwise, the opening gear and the closing gear are driven to rotate anticlockwise, so that the opening cable is wound on the opening cable hub, the closing sling is loosened from the closing cable hub, and the translation truss moves rightwards to realize folding opening; when the driving gear rotates anticlockwise, the opening gear and the closing gear are driven to rotate clockwise, so that the opening cable is loosened from the opening cable hub, the closing cable is tightly wound on the closing cable hub, and the translation truss moves leftwards to realize unfolding and closing.
Further, the test method adopting the integrated house rainproof test device comprises the following steps:
1) installation test house
1.1) opening the folding translation truss
When the driving gear rotates clockwise, the opening gear and the closing gear are driven to rotate anticlockwise, so that the opening cable is wound on the opening cable hub tightly, the closing cable is loosened from the closing cable hub, and the translation truss of the starting group moves rightwards to realize folding opening;
1.2) installation test House
After the translation truss is completely folded, hoisting the test house from the top, and fixing the bottom of the test house on the reinforced concrete slab;
1.3) closing and unfolding translation truss
When the driving gear rotates anticlockwise, the opening gear and the closing gear are driven to rotate clockwise, so that the opening inhaul cable is loosened from the opening cable hub, the closing inhaul cable is tightly wound on the closing cable hub, and each group of translation trusses moves leftwards to realize unfolding and closing;
2) water storage process
After a proper amount of baking soda is added into the water tank through the water outlet, the water pump is closed, the water feeding valve and the water discharging valve are closed, and the water feeding valve on the water feeding pipe is opened, so that municipal tap water flows into the water tank through the water feeding pipe;
3) test procedure and Water leakage Observation
3.1) realizing spraying
During testing, the spray head is sprayed by supplying water through the water supply pipe, and the simulated rainfall is recorded and controlled by the flow meter connected with the water supply pipe; in the test process, the sprayed water flows back to the water tank through the water outlet;
3.2) leakage Observation
Adopting neutral adhesive to paste acid-base indicator paper on the joints of the contact surface of the roof or the wall surface of the test house and the box body beams and the box body columns and the joints among the box bodies; when leakage occurs, the acid-base indicator changes color, and the leakage position is found out through the color; a water absorption sponge and a humidity sensor are arranged in a test house to measure the water seepage condition of the wall body;
4) Dismantling the test house and draining water after the test
4.1) demolition test House
After the test is finished, the water pump is closed, the water feeding valve is closed, the folding translation truss is opened, and the test house is dismantled and lifted out;
4.2) draining
The water tank was emptied without long-term testing.
Has the advantages that: compared with the prior art, the integrated house rain-proof test device disclosed by the invention realizes the integrated house rain-proof test by adopting a spraying technology, and can simulate a natural rainfall process and control the rainfall; the recycling of the test water is realized; the folding and the unfolding of the spraying equipment are realized, and the hoisting, the installation and the dismantling of the test house are facilitated; the test method disclosed by the invention adopts various sensing observation methods to pertinently find out the leakage position.
Drawings
FIG. 1 is a cross-sectional view of a test apparatus;
FIG. 2 is a longitudinal sectional view of the test apparatus;
FIG. 3 is a diagram of a spray apparatus and a translating truss;
FIG. 4 is a diagram of a hoisting device;
FIG. 5 is a schematic view of a steel column and a reinforced concrete wall;
FIG. 6 is a schematic view of a beam and a translating truss;
FIG. 7 is a schematic view of a beam and column;
fig. 8 is a schematic view of a reinforced concrete slab;
FIG. 9 is a schematic view of the rigging and translation truss installation relationship;
FIG. 10 is a schematic view of the opening of the folds of the translating truss;
FIG. 11 is a schematic view of the translating truss being expanded and closed;
FIG. 12 is a schematic illustration of a test house installation process;
FIG. 13 is a test sensor installation view;
FIG. 14 is a schematic view of an indoor leak monitoring method;
reference numerals: 1-steel column, 2-cross beam, 3-longitudinal beam, 4-reinforced concrete slab, 5-reinforced concrete wall, 6-water retaining glass plate, 7-water supply pump set, 8-water supply pipe, 9-spray head, 10-water adding pipe, 11-water tank, 12-translation truss, 13-opening cable, 14-closing cable, 15-hoisting equipment, 16-end pulley, 17-water outlet, 18-embedded part, 19-water pump, 20-water inlet pipe, 21-orifice, 22-water outlet pipe, 23-water feeding pipe, 24-water outlet pipe, 25-water feeding valve, 26-water discharge valve, 27-flow meter, 28-water feeding valve, 29-first pulley, 30-second pulley, 31-third pulley, 32-driving gear, 33-opening gear, 34-closing gear, 35-transmission shaft, 36-winch-differential group, 37-opening cable hub, 38-closing cable hub, 39-hole, 40-upper bottom frame beam, 41-upper box wall plate, 42-lower top frame beam, 43-lower box wall plate, 44-water retaining flitch, 45-water absorbing sponge, 46-humidity sensor, 47-contact surface, 48-box beam, 49-box column, 50-box seam, 51-acid-base indicator test paper and 52-leakage position.
Detailed Description
The invention will be further described with reference to the following figures and specific examples.
As shown in fig. 1 to 14, an integrated house rain-proof test device comprises a support system, a spraying system, a water storage system and a winding system.
As shown in fig. 1-4, the support system functions to provide structural support for the equipment, including: steel column 1, crossbeam 2, longeron 3, reinforced concrete board 4, reinforced concrete wall 5 and manger plate glass board 6, spraying system and retaining system include: a water supply pump set 7, a water supply pipe 8, a spray header 9, a water adding pipe 10 and a water tank 11. The effect that the system was sprayed to the receipts, was released to the hoist system, and the handling, installation and the demolition of convenient experimental house include by the hoist system: a travelling truss 12, an opening cable 13, a closing sling 14 and a winching device 15.
The steel column 1 has an I-shaped cross section, and the lower half portion of the steel column is embedded in a reinforced concrete wall 5, as shown in fig. 5. The cross beam 2 is a C-section with lips, welded to the steel column 1, and serves as a structural support and also as a sliding track for the pulleys 16 at the end of the translation truss 12, as shown in fig. 6. The longitudinal beam 3 is of a C-shaped section and is welded on the steel column 1 as shown in figure 7. The reinforced concrete slab 4 is integrally poured on the reinforced concrete wall 5 to play a role of bearing a test house, and a drainage port 17 is formed in the upper portion of the reinforced concrete slab 4, so that test water can flow back into the water tank 11 for recycling, as shown in fig. 1-2 and 8. Steel embedded parts 18 are embedded at four corners of the reinforced concrete slab 4 to play a role in corner reinforcement, as shown in figure 8. The water glass plate 6 is installed on the steel column 1, plays a role of preventing water from flowing into the water outlet 17 completely, and is transparent to observe the internal test state.
The water supply pump group 7 comprises a water pump 19, a water inlet pipe 20, an orifice 21, a water outlet pipe 22, a water feeding pipe 23, a water discharging pipe 24, a water feeding valve 25 and a water discharging valve 26, and is shown in fig. 1. During the test, the water feeding valve 25 is opened, the water discharging valve 26 is closed, the water pump 19 is opened, water flows into the water inlet pipe 20 from the water tank 11 through the hole 21, flows in and out the water pipe 22 through the water pump 19, and then is shunted into the water supply pipes 8 connected with the spray headers 9 through the water feeding pipe 23, so that the spray headers 9 spray, and the rainfall simulation is recorded and controlled by the flow meter 27 connected with the water feeding pipe 23. After the test is finished, the water pump 19 is closed, and the water feeding valve 25 is closed. If the test is not carried out for a long time, when the water tank 11 needs to be emptied, the water feeding valve 25 is closed, the water discharging valve 26 is opened, the water pump 19 is opened, water flows into the water inlet pipe 20 from the water tank 11 through the hole 21, and water flows into and out of the water pipe 22 through the pressurized flow of the water pump 19 and then flows into the municipal sewer through the water discharging pipe 24. After the water discharge is completed, the water pump 19 is turned off and the water discharge valve 26 is closed. If water needs to be stored again, the water pump 19 is turned off, the water supply valve 25 and the water discharge valve 26 are closed, and the water supply valve 28 on the water supply pipe 10 is opened, so that municipal tap water flows into the water tank 11 through the water supply pipe 10. If the water for test is insufficient, the water adding valve 28, the water pump and the water feeding valve 25 can be opened at the same time, and the water discharging valve 26 is closed, so that water is stored while the test is carried out.
The water supply pipes 8 and the shower heads 9 are fixedly mounted on a translation truss 12, as shown in fig. 6, and pulleys 16 at the end of the translation truss 12 realize the translation of the whole shower device on the cross beam 2. Folding and unfolding of sets of translation trusses 12 (A, B, C, D in fig. 3) is achieved by opening guys 13, closing slings 14 and winching device 15. As shown in fig. 4, two sets of opening and closing cables 13, 14 mounted at both ends of the translation truss 12 are driven and turned around the opening and closing cable hubs 37, 38 via first, second and third pulleys 29, 30 and 31, respectively. The winding-differential assembly 36 rotates the drive gear 32 via the drive shaft 35. When the driving gear 32 rotates clockwise, the opening gear 33 and the closing gear 34 rotate anticlockwise, so that the opening cable 13 is wound on the opening cable hub 37, the closing cable 14 is loosened from the closing cable hub 38, and the translation truss 12 moves to the right to realize folding opening. When the driving gear 32 rotates anticlockwise, the opening gear 33 and the closing gear 34 are driven to rotate clockwise, so that the opening cable 13 is loosened from the opening cable hub 37, the closing cable 14 is wound on the closing cable hub 38, and the translation truss 12 moves leftwards to realize unfolding and closing.
Wherein the opening cable 13 is wound around the first pulley 29 on the opening cable hub 37; the closing sling 14 is wound around the closing hub 38 after passing around the third pulley 31 and the second pulley 30 in this order. The opening cable 13 is wound in the opening cable hub 37 in the opposite direction to the closing cable 14 in the closing cable hub 38. As shown in fig. 9, the opening cable 13 is only fixedly connected to the leftmost one of the translatory girders 12(a) in the form of a pier anchor of a rigging, and passes through the pre-opened hole 39 in the other translatory girder 12(B, C, D). The closing slings 14 are fixedly attached to each of the translating trusses 12(A, B, C, D) with the two end trusses A, D attached to the closing slings 14 in the pier anchor form of the rigging and the middle truss B, C attached to the closing slings 14 in the anchor cone form of the rigging.
As shown in fig. 10, when opening cable 13 is tensioned, translating truss 12(a) is pulled to the right, in turn colliding with B, C, D, which pushes them to the right, effecting an opening fold of translating truss 12(A, B, C, D). As shown in fig. 11, when closing slings 14 are taut, translating truss 12(a) is drawn to the left, and when closing slings 14 are taut between a and B, translating truss 12(B) is also drawn to the left, and so on to effect closed deployment of translating truss 12(A, B, C, D).
The upper and lower floor seams of the test house are shown in figure 13. The structure of the device comprises an upper-layer bottom frame beam 40 (which is used for bearing an upper-layer box body wallboard 41), a lower-layer top frame beam 42 (which is used for bearing a lower-layer box body wallboard 43), a water-retaining flitch 44 (which is used for blocking wind and preventing water at the gap between the upper-layer box body and the lower-layer box body), a water-absorbing sponge 45 (which is used for assisting in measuring leakage) and a humidity sensor 46. If water seeps from the seams, water is absorbed by the absorbent sponge 45, and the water seepage can be measured through the reading of the humidity sensor 46. Humidity sensors 46 are also embedded in the upper and lower layers of wall bodies to measure the water seepage condition of the wall bodies.
The house joint internal test layout is shown in fig. 11, and acid-base indicator paper 51 is stuck to the joints of the roof/wall surface contact surface 47, the box beams 48, the box columns 49 and the box joints 50 by using neutral adhesive. When a leak occurs at the seam, the alkaline baking soda solution chemically reacts with the acid-base indicator, so that the acid-base indicator changes color, and the leak location 52 can be quickly found out through the color.
A test method of an integrated house rainproof test device comprises the following steps:
1) installation test house
1.1) opening the folding and translating truss 12
As shown in fig. 4, two sets of opening and closing cables 13, 14 mounted at both ends of the translation truss 12 are driven and turned around the opening and closing cable hubs 37, 38 via first, second and third pulleys 29, 30 and 31, respectively. The winding-differential assembly 36 drives the driving gear 32 to rotate through the transmission shaft 35. When the driving gear 32 rotates clockwise, the opening gear 33 and the closing gear 34 rotate counterclockwise, so that the opening cable 13 is wound on the opening cable hub 37, the closing cable 14 is unwound from the closing cable hub 38, and the translation truss 12 moves to the right. As shown in fig. 10, when opening cable 13 is tensioned, translating truss 12(a) is pulled to the right, in turn colliding with B, C, D, which pushes them to the right, effecting an opening fold of translating truss 12(A, B, C, D).
1.2) installation test House
As shown in fig. 12(a) - (c), the test house is hoisted from the top after the translation truss 12 is completely folded, and the bottom of the test house is fixed on the reinforced concrete slab 4.
1.3) closing and unfolding of the travelling truss 12
When the test house is installed, as shown in fig. 4, the driving gear 32 rotates counterclockwise, which drives the opening gear 33 and the closing gear 34 to rotate clockwise, so that the opening cable 13 is released from the opening cable hub 37, the closing cable 14 is wound on the closing cable hub 38, and the translation truss 12 moves to the left. As shown in fig. 10, when closing slings 14 are tensioned, translating truss 12(a) is drawn to the left, and when closing slings 14 are tensioned between a and B, translating truss 12(B) is also drawn to the left, and so on to effect closed deployment of translating truss 12(A, B, C, D).
2) Water storage process
After a proper amount of baking soda is added to the water tank 11 through the drain port 17, as shown in fig. 1, the water pump 19 is turned off, the water supply valve 25 and the drain valve 26 are closed, and the water supply valve 28 of the water supply pipe 10 is opened, so that municipal tap water flows into the water tank 11 through the water supply pipe 10.
3) Test procedure and Water leakage Observation
3.1) realizing spraying
During the test, the water feeding valve 25 is opened, the water discharging valve 26 is closed, the water pump 19 is opened, water flows into the water inlet pipe 20 from the water tank 11 through the hole 21, flows in and out the water pipe 22 through the water pump 19, and then is shunted into the water supply pipes 8 connected with the spray headers 9 through the water feeding pipe 23, so that the spray headers 9 spray, and the simulated rainfall is recorded and controlled by the flow meter 27 connected with the water feeding pipe 23. In the test process, the sprayed water flows back to the water tank 11 through the water discharge port 17 on the reinforced concrete plate 4, so that the cyclic utilization is realized.
3.2) leakage Observation
The seam of the upper and lower floors of the test house is shown in fig. 13. The structure of the device comprises an upper-layer bottom frame beam 40 (for bearing an upper-layer box body wallboard 41), a lower-layer top frame beam 42 (for bearing a lower-layer box body wallboard 43), a water retaining flitch 44 (for wind shielding and water proofing at the gap between the upper-layer box body and the lower-layer box body), a water absorbing sponge 45 (for auxiliary leakage measurement) and a humidity sensor 46. If water seeps from the seams, the water will be absorbed by the absorbent sponge 45, and the water seepage can be measured by the reading of the humidity sensor 46. Humidity sensors 46 are also embedded in the upper and lower layers of wall bodies to measure the water seepage condition of the wall bodies.
The house joint internal test layout is shown in fig. 11, and acid-base indicator paper 51 is stuck to the joints of the roof/wall surface contact surface 47, the box beams 48, the box columns 49 and the box joints 50 by using neutral adhesive. When the seam leaks, the alkaline sodium bicarbonate solution and the acid-base indicator react chemically, so that the acid-base indicator test paper 51 changes color, and the leakage position 52 can be quickly found out through the color.
4) Demolishing the test house and draining after the test is finished
4.1) demolition test House
After the test is completed, the water pump 19 is turned off and the water supply valve 25 is closed. The reverse process of fig. 12 is performed: the folding translation truss 12 is opened, and the test house is dismantled and hoisted out.
4.2) draining
If the test is not carried out for a long time, when the water tank 11 needs to be emptied, the water feeding valve 25 is closed, the water discharging valve 26 is opened, the water pump 19 is opened, water flows into the water inlet pipe 20 from the water tank 11 through the hole 21, and pressurized water flows into and out of the water pipe 22 through the water pump 19 and then flows into a municipal sewer through the water discharging pipe 24; after the water discharge is completed, the water pump 19 is turned off and the water discharge valve 26 is closed.

Claims (5)

1. A test method of an integrated house rainproof test device is characterized in that: the integrated type house rainproof test device comprises a reinforced concrete wall (5) which is enclosed into a circle, a reinforced concrete plate (4) is arranged above the reinforced concrete wall (5), and a water outlet (17) is formed in the reinforced concrete plate (4); steel columns (1) are arranged on the reinforced concrete wall (5) at intervals, the lower half parts of the steel columns (1) are embedded into the reinforced concrete wall (5), and cross beams (2) and longitudinal beams (3) which are used in a matched mode are arranged at the top ends of the steel columns (1); a translation truss (12) is arranged on the cross beam (2), a spray header (9) is arranged on the translation truss (12), and the spray header (9) is communicated with a water supply pipe (8); wherein a water tank (11) is arranged in the reinforced concrete wall (5);
the water tank (11) is communicated with a municipal tap water pipe through a water adding pipe (10), and a water adding valve (28) is arranged on the water adding pipe (10); the water tank (11) is communicated with a water supply pump set (7) through a water inlet pipe (20), and the water supply pump set (7) is communicated with a water supply pipe (8);
The water supply pump set (7) comprises a water inlet pipe (20), a water outlet pipe (22) and a water feeding pipe (23) which are sequentially connected, a water pump (19) is arranged between the water inlet pipe (20) and the water outlet pipe (22), a water feeding valve (25) and a flow meter (27) are sequentially arranged between the water outlet pipe (22) and the water feeding pipe (23), the water outlet pipe (22) is communicated with a water discharging pipe (24), and a water discharging valve (26) is arranged between the water outlet pipe (22) and the water discharging pipe (24);
the translation trusses (12) are arranged on the cross beam (2) in parallel in a plurality of groups; both ends of the initial group of the translation truss (12) are respectively connected with an opening cable (13), and the opening cable (13) is wound on an opening cable hub (37) by a first pulley (29); two ends of each group of translation trusses (12) are respectively connected with a closed sling (14), and the closed sling (14) sequentially winds around a third pulley (31) and a second pulley (30) and then is wound on a closed sling hub (38); the winding direction of the opening cable (13) on the opening cable hub (37) is opposite to the winding direction of the closing cable (14) on the closing cable hub (38), and the opening cable hub (37) and the closing cable hub (38) are symmetrically arranged on two sides of the translation truss (12);
a winding-differential group (36) is arranged between the symmetrically arranged opening cable hubs (37), and the winding-differential group (36) drives the driving gear (32) to rotate through a transmission shaft (35);
The test method comprises the following steps:
1) installation test house
1.1) opening folding translational truss (12)
When the driving gear (32) rotates clockwise, the opening gear (33) and the closing gear (34) are driven to rotate anticlockwise, so that the opening cable (13) is wound on the opening cable hub (37), the closing cable (14) is loosened from the closing cable hub (38), and the translation truss (12) of the initial group moves rightwards to realize folding opening;
1.2) installation test House
After the translation truss (12) is completely folded, hoisting the test house from the top, and fixing the bottom of the test house on the reinforced concrete slab (4);
1.3) closing and opening translational truss (12)
When the driving gear (32) rotates anticlockwise, the opening gear (33) and the closing gear (34) are driven to rotate clockwise, so that the opening cable (13) is loosened from the opening cable hub (37), the closing sling (14) is wound on the closing cable hub (38), and each group of translation trusses (12) move leftwards to realize unfolding and closing;
2) water storage process
After a proper amount of baking soda is added into the water tank (11) through the water outlet (17), the water pump (19) is closed, the water feeding valve (25) and the water discharging valve (26) are closed, and the water feeding valve (28) on the water feeding pipe (10) is opened, so that municipal tap water flows into the water tank (11) through the water feeding pipe (10);
3) Test procedure and water leakage observation
3.1) realizing spraying
During testing, the spray head (9) is used for spraying by supplying water through the water supply pipe (8), and the simulated rainfall capacity is recorded and controlled by the flow meter (27) connected with the upper water pipe (23); in the test process, the sprayed water flows back to the water tank (11) through the water outlet (17);
3.2) leakage Observation
Acid-base indicator paper (51) is pasted at the joints of the contact surface (47) of the roof or the wall surface of the test house, the box body beam (48), the box body column (49) and the joints (50) between the box bodies by using neutral adhesive; when leakage occurs, the acid-base indicator changes color, and the leakage position is found through the color (52); a water absorption sponge (45) and a humidity sensor (46) are arranged in the test house to measure the water seepage condition of the wall body.
2. The assay method of claim 1, wherein: after the step 3), the step 4) of removing the test house and then draining water comprises the following steps:
4.1) demolition test House
After the test is finished, the water pump (19) is closed, the water feeding valve (25) is closed, the folding translation truss (12) is opened, and the test house is dismantled and lifted out;
4.2) draining
The water tank (11) is emptied without a test for a long time.
3. The assay method of claim 1, wherein: water-retaining glass plates (6) are arranged between every two adjacent steel columns (1); steel embedded parts (18) are embedded at four corners of the reinforced concrete slab (4).
4. The test method according to claim 1, characterized in that: the translation truss (12) is arranged on the cross beam (2) in a sliding mode through end pulleys (16) at two ends.
5. The test method according to claim 1, characterized in that: the steel column (1) is of an I-shaped section, the cross beam (2) is of a C-shaped section with a lip, the longitudinal beam (3) is of a C-shaped section, and the cross beam (2) and the longitudinal beam (3) are both welded on the steel column (1).
CN202010894065.0A 2020-08-31 2020-08-31 Testing method of integrated house rainproof testing device Active CN112067199B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010894065.0A CN112067199B (en) 2020-08-31 2020-08-31 Testing method of integrated house rainproof testing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010894065.0A CN112067199B (en) 2020-08-31 2020-08-31 Testing method of integrated house rainproof testing device

Publications (2)

Publication Number Publication Date
CN112067199A CN112067199A (en) 2020-12-11
CN112067199B true CN112067199B (en) 2022-06-28

Family

ID=73664755

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010894065.0A Active CN112067199B (en) 2020-08-31 2020-08-31 Testing method of integrated house rainproof testing device

Country Status (1)

Country Link
CN (1) CN112067199B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3128020A1 (en) * 2021-10-12 2023-04-14 Waterproof INSTALLATION AND PROCEDURE FOR LEAK TEST

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN205228729U (en) * 2015-12-25 2016-05-11 田华伟 Novel waterproof test machine
CN106522372B (en) * 2016-09-20 2019-01-15 上海迅铸建筑科技有限公司 A kind of hybrid integrated house and construction method
CN206410828U (en) * 2016-12-19 2017-08-15 安徽康佳电子有限公司 Electrical equipment special container sealing property detection system
CN207318110U (en) * 2017-09-28 2018-05-04 北京新能源汽车股份有限公司 Water pouring test platform
CN108036897A (en) * 2017-12-11 2018-05-15 无锡艾科瑞思产品设计与研究有限公司 A kind of smart mobile phone waterproof test contrast test device
CN108168783A (en) * 2017-12-18 2018-06-15 中车长江车辆有限公司 A kind of babinet is drenched with rain tooling
CN108507722A (en) * 2018-04-17 2018-09-07 杭州桑尼能源科技股份有限公司 A kind of water drenching experimental provision
CN209945645U (en) * 2019-05-10 2020-01-14 唐山众天环保科技有限公司 Water pump leakproofness check out test set
CN210528333U (en) * 2019-07-17 2020-05-15 宣城三建建设集团有限公司 Building roof waterproofing membrane handling device

Also Published As

Publication number Publication date
CN112067199A (en) 2020-12-11

Similar Documents

Publication Publication Date Title
CN112067199B (en) Testing method of integrated house rainproof testing device
CN113202173B (en) Construction method for temporarily replacing cross-foundation-pit concrete pipe with steel pipe in deep foundation pit construction
CN111549826A (en) Interception construction method for post-cast strip prefabricated formwork in raft of main building
CN111305372A (en) Fabricated steel reinforced concrete structure and construction method thereof
CN206917351U (en) The whole self-propelled totally-enclosed green construction enclosing of formula
CN111827263A (en) Method for prefabricating underground continuous wall with built-in capillary heat exchanger
CN209368769U (en) A kind of hose can be used for river water conservancy diversion
CN208701849U (en) A kind of prefabricated block brick assembly concrete drainage pipeline assembling device
CN111456085A (en) Cast-in-place concrete construction method for pipe gallery segment
CN207376945U (en) A kind of concrete prefabricated wallboard of steel bar girder and structural system
CN101487268A (en) Concrete basement structure with/without bonding prestress and its construction method
CN214697044U (en) Stand reinforced structure of new door opening of geomorphic building outer wall
CA2574892C (en) A method for the production of an infrastructure channel
CN111058486B (en) Basement intercommunication mouth structure based on stagnant water steel sheet
CN108910369B (en) Full-push-pull closed spray type garbage station and construction method thereof
CN206220611U (en) A kind of diameter Silo plane roof
CN218933171U (en) Cofferdam device for water conservancy construction convenient to assemble
CN110593606A (en) Totally-enclosed combined multifunctional movable work shed system
CN207469290U (en) Underground pipe gallery mould plate supporting device and underground pipe gallery template construction structure
CN206189459U (en) Take steel construction utility tunnel of skeleton
CN206503161U (en) A kind of full precast assembly steel concrete combination underground pipe gallery
Chew A modified on-site water chamber tester for masonry walls
CN217326373U (en) A multilayer safety construction platform device for installation of shaft penstock
CN113026972B (en) One-time embedded water stop joint for drainage of constructional engineering and construction method thereof
CN106401252A (en) Flat roof of large-diameter silo and silo

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant