High-rise building outer wall water seepage testing device for engineering supervision

Abstract

The invention discloses a high-rise building outer wall water seepage testing device for engineering supervision, and belongs to the field of constructional engineering, and the high-rise building outer wall water seepage testing device structurally comprises a bottom drainage channel beam frame, a wall plate, a frame pipe truss base, an outer wall center panel and a drainage channel. A simulated wall surface building body is built by a worker, and then in a movable gap space at the bottom of an outer wall center panel, the water level detection of a balloon floating block and the water seepage elimination operation effect of a branch pipe rib frame drainage pipe support are formed through a framework center face cover plate and a branch pipe rib frame. The movable gap space is opened to obtain the drainage operation of settlement of the ellipsoid bag groove and the drainage ditch groove, and the operation effect of buffering is formed in real time through the pressure of the composite interlayer ball and a plate clamping seam in water level overflow penetration detection; and the overall high-rise building outer wall water seepage test flexibility for engineering supervision and the operation effect of multi-space combined safe water seepage prevention are improved.

Description

Technical Field

[0001] The invention relates to a high-rise building exterior wall water seepage testing device for engineering supervision, belonging to the field of construction engineering. Background Art

[0002] External wall waterproofing is a sub-waterproofing project to ensure that the structure of the building is not invaded by water and the internal space is not harmed by water. The external wall waterproofing project occupies an important position in the entire construction project. The external wall waterproofing project involves many external wall structures such as the basement external wall and the housing external wall of the building. Its function is to prevent the leakage of rainwater, domestic water and groundwater erosion of the building or structure within the designed durability, ensure that the building structure and internal space are not polluted, and provide people with a comfortable and safe living environment. The shortcomings of the current technology that needs to be optimized are:

[0003] Water seepage in the exterior walls of high-rise buildings is a common construction problem. In particular, rainwater penetration on rainy days is also the key to testing the quality of construction projects. Buildings often experience floor water accumulation, floor slab foaming, and direct wall leakage and seepage that affect the exterior wall glass surface. As a result, the detection of exterior wall water seepage requires multiple processes, multiple angles, detection, prediction, construction, and simulation of the building, which is implemented in real time, making project supervision very cumbersome. Summary of the invention

[0004] In view of the deficiencies in the prior art, the purpose of the present invention is to provide a high-rise building exterior wall water seepage testing device for engineering supervision, so as to solve the problem that water seepage of high-rise building exterior walls is a common construction problem, especially rainwater penetration on rainy days is also the key to testing the qualification of construction projects. There are often phenomena of floor water accumulation, floor slab blistering and direct wall leakage and seepage affecting the exterior wall glass surface, which causes the exterior wall water seepage detection to require multiple processes, multiple angles of detection, prediction, construction, ticking and simulation of the building, so as to implement it in real time, resulting in very cumbersome engineering supervision.

[0005] In order to achieve the above-mentioned purpose, the present invention is realized through the following technical scheme: a high-rise building exterior wall water seepage test device for engineering supervision, the structure of which includes: a bottom drainage channel beam frame, a wall panel block, a pipe truss base, an exterior wall center panel, and a drainage ditch, the bottom drainage channel beam frame is provided with two and is respectively installed on the front and rear sides of the bottom of the two wall panel blocks, the pipe truss base is provided with two and is respectively installed on the left and right lower corners of the exterior wall center panel, the wall panel block is welded to the exterior wall center panel through the pipe truss base and is on the same horizontal plane The bottom drainage channel beam frame and the wall panel block are interwoven and protected, and cooperate with the outer wall center panel to form a drainage ditch. The bottom drainage channel beam frame is provided with an ellipsoidal sac groove, a drainage ditch channel groove, and a cross beam frame block. The ellipsoidal sac groove is installed inside the drainage ditch channel groove and is on the same horizontal plane. The drainage ditch channel groove is installed inside the cross beam frame block. The ellipsoidal sac groove and the drainage ditch channel groove are nested as one. The drainage ditch channel groove and the cross beam frame block are an integrated structure and are on the same horizontal plane. Two cross beam frames are provided and are respectively installed on the front and rear sides of the bottom of the two wall panel blocks.

[0006] To optimize the above technical solution, further measures are taken:

[0007] As a further improvement of the present invention, the ellipsoidal capsule groove is composed of a thick-walled ball groove and an expansion joint petal block, the expansion joint petal block is installed inside the thick-walled ball groove, and the thick-walled ball groove and the expansion joint petal block are nested together and their axes are colinear.

[0008] As a further improvement of the present invention, the pipe truss base is composed of a pipe support frame and a sealing patch layer. Two sealing patch layers are provided and are respectively installed on the upper and lower sides of the pipe support frame. The sealing patch layer is tightly attached to the pipe support frame and is on the same horizontal plane.

[0009] As a further improvement of the present invention, the exterior wall center panel is composed of a balloon float and a center surface cover plate. Two balloon floats are provided and are respectively installed at the left and right lower corners of the top surface of the center surface cover plate. The balloon float and the center surface cover plate are buckled together and are on the same horizontal plane.

[0010] As a further improvement of the present invention, the balloon float is composed of a composite sandwich ball, a pressure flow float, and a hanging weld plate. The composite sandwich ball is arranged inside the pressure flow float, and the hanging weld plate is installed on the top of the composite sandwich ball and the pressure flow float and is on the same horizontal plane.

[0011] As a further improvement of the present invention, the composite sandwich ball is composed of a composite capsule ball groove, a corrugated circle layer, and a corner seam circle layer. The corner seam circle layer is installed inside the corrugated circle layer. The composite capsule ball groove and the corrugated circle layer are nested as a whole and their axes are colinear.

[0012] As a further improvement of the present invention, the expansion joint petal block is a composite superimposed petal block group structure with left and right narrow expansion slots in the middle, which is convenient for laying the petal block bottom pad to form a flow-carrying and unloading reverse osmosis wrapped drainage pipe operation effect that bears the water flow pressure.

[0013] As a further improvement of the present invention, the pressure flow float is a composite groove block structure with a wide opening groove at the bottom and a narrow opening groove at the top, which is convenient for filling air inside to form a pressure flow cavity float to test the water seepage amount and water level.

[0014] As a further improvement of the present invention, the corrugated ring layer is a composite ring structure surrounded by an S-shaped corrugated silk thread seam, which facilitates the middle partition ring surface to bear the elasticity of the outer bag and drain the inner air seam to vibrate, converge breathing and stretch efficiently.

[0015] As a further improvement of the present invention, the corner seam ring layer is a composite ring structure surrounded by a V-shaped pointed cone wire seam, which is convenient for centripetal air gathering and coordinated with the circulating flow in the outer air seam to undertake the buoyancy of water surface air and operate efficiently.

[0016] Beneficial Effects

[0017] The present invention provides a high-rise building exterior wall water seepage testing device for engineering supervision. The staff simulates the assembly of the bottom drainage channel beam frame frame wall panel block lifting bracket pipe truss base and the exterior wall center panel, so as to construct a drainage ditch, which is convenient for the internal drainage pipe to form an exterior wall waterproof and anti-seepage through the branch pipe rib frame bite pipe and cooperate with the sealing patch layer, and the pipe cooperates with drainage and unloading to prevent water infiltration. The ellipsoidal capsule groove is built into the drainage ditch groove and the cross beam frame block, and the water pressure is protected by the thick-walled ball groove and the expansion joint petal block to form a spring pad unloading and upwelling water flow pressure bearing operation effect, and then the balloon float block is used to form a water level buoyancy detection test on the bottom end face of the center surface cover plate, so as to facilitate the operation effect of opening the pipe to drain the exterior wall of the high-rise building at what critical value is needed, thereby improving the overall multi-angle flexible anti-seepage and water level prevention and floor water accumulation and timely drainage operation effects.

[0018] The advantages that can be achieved after the operation of the present invention are:

[0019] By using the bottom drainage channel beam frame in conjunction with the pipe truss base, the staff built a simulated wall building, and then in the movable gap space at the bottom of the exterior wall center panel, the water level detection of the spherical float block and the branch pipe reinforcement frame drainage pipe frame protection are carried out through the structure center surface cover plate and the branch pipe reinforcement frame. The active gap space opening is used to obtain the drainage operation of the ellipsoidal spherical trough and the drainage ditch trough settlement, and the water level overflow penetration detection is carried out in real time through the composite interlayer ball pressure and the plate installation gap to form a buffer operation effect, thereby improving the overall flexibility of the high-rise building exterior wall water seepage test for engineering supervision and the multi-space combination safe waterproofing operation effect. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] In order to more clearly illustrate the technical solution of the embodiment of the present invention, the following will introduce the drawings in the description of the embodiment in detail, so that other features, purposes and advantages of the present invention will become more obvious:

[0021] Figure 1 The present invention is a schematic structural diagram of a high-rise building exterior wall water seepage testing device for engineering supervision.

[0022] Figure 2 It is a schematic diagram of a detailed top view cross-sectional structure of the bottom drainage channel beam frame of the present invention.

[0023] Figure 3 It is a detailed three-dimensional perspective structural schematic diagram of the ellipsoidal capsule groove of the present invention.

[0024] Figure 4 It is a detailed partial stereoscopic enlarged structural schematic diagram of the pipe truss base of the present invention.

[0025] Figure 5 It is a detailed cross-sectional structural schematic diagram of the support pipe reinforcement frame of the present invention.

[0026] Figure 6 It is a schematic diagram of the detailed cross-sectional structure of the central panel of the exterior wall of the present invention.

[0027] Figure 7 It is a schematic diagram of the detailed cross-sectional structure of the balloon float of the present invention.

[0028] Figure 8 It is a detailed perspective structural diagram of the composite sandwich ball of the present invention.

[0029] Explanation of the reference numerals in the accompanying drawings: bottom drainage channel beam frame -1, wall panel block -2, pipe truss base -3, exterior wall center panel -4, drainage ditch -5, ellipsoidal capsule groove -11, drainage ditch groove -12, cross beam frame block -13, branch pipe rib frame -31, sealing patch layer -32, balloon float block -41, center surface cover plate -42, thick-walled ball groove -111, expansion joint petal block -112, composite sandwich ball -411, pressure flow float block -412, hanging buckle welding plate -413, composite capsule ball groove -4111, corrugated ring layer -4112, corner seam ring layer -4113. DETAILED DESCRIPTION

[0030] In order to make the technical means, creative features, objectives and effects achieved by the present invention easy to understand, the present invention is further explained below in conjunction with specific implementation methods.

[0031] Embodiment 1:

[0032] See also Figure 1-Figure 8The present invention provides a high-rise building exterior wall water seepage test device for engineering supervision, the structure of which includes: a bottom drainage channel beam frame 1, a wall panel block 2, a pipe truss base 3, an exterior wall center panel 4, and a drainage ditch 5. The bottom drainage channel beam frame 1 is provided with two and is respectively installed on the front and rear sides of the bottom of the two wall panel blocks 2, the pipe truss base 3 is provided with two and is respectively installed on the left and right lower corners of the exterior wall center panel 4, the wall panel block 2 is welded with the exterior wall center panel 4 through the pipe truss base 3 and is on the same horizontal plane, and the bottom drainage channel beam frame 1 and the wall panel block 2 are interlaced. The protection cooperates with the exterior wall center panel 4 to cover and press to form a drainage ditch 5. The bottom drainage ditch beam frame 1 is provided with an ellipsoidal sac groove 11, a drainage ditch groove 12, and a cross beam frame block 13. The ellipsoidal sac groove 11 is installed inside the drainage ditch groove 12 and is on the same horizontal plane. The drainage ditch groove 12 is installed inside the cross beam frame block 13. The ellipsoidal sac groove 11 and the drainage ditch groove 12 are nested as one. The drainage ditch groove 12 and the cross beam frame block 13 are an integrated structure and are on the same horizontal plane. Two cross beam frames 13 are provided and are respectively installed on the front and rear sides of the bottom of the two wall panel blocks 2.

[0033] See also Figure 3 The ellipsoidal capsule groove 11 is composed of a thick-walled ball groove 111 and an expansion joint petal block 112. The expansion joint petal block 112 is installed inside the thick-walled ball groove 111. The thick-walled ball groove 111 and the expansion joint petal block 112 are nested together and their axes are colinear. The expansion joint petal block 112 is a composite superimposed petal block group structure with narrow expansion grooves in the middle on the left and right, which is convenient for laying the petal block bottom pad to form a flow-carrying and unloading reverse osmosis wrapped drainage pipe operation effect that bears the water flow pressure. The thick-walled ball groove 111 and the expansion joint petal block 112 form a bottom pad that elastically cooperates with the telescopic and flexible stretching to unload the water flow pressure and fill the drainage pipe efficiently.

[0034] See also Figure 4-Figure 5 The pipe truss base 3 is composed of a branch pipe rib frame 31 and a sealing patch layer 32. Two sealing patch layers 32 are provided and are respectively installed on the upper and lower sides of the branch pipe rib frame 31. The sealing patch layer 32 is tightly attached to the branch pipe rib frame 31 and is on the same horizontal plane. The branch pipe rib frame 31 is covered with the sealing patch layer 32 at the end corners of the wall panel block 2, and the anti-seepage operation effect is effectively combined at multiple angles.

[0035] Workflow: The staff simulates the assembly of the bottom drainage channel beam frame 1, the wall panel block 2, the lifting bracket pipe truss base 3 and the outer wall center panel 4, so as to construct the drainage ditch 5, which is convenient for the internal drainage pipe to pass through the branch pipe rib 31 to bite the pipe and cooperate with the sealing patch layer 32 to form the outer wall waterproof and anti-penetration and the pipe cooperates with the drainage unloading to prevent the water infiltration operation effect, and let the ellipsoidal capsule groove 11 built-in drainage ditch groove 12 and the cross beam frame block 13, through the thick wall ball groove 111 and the expansion joint petal block 112 to wrap the pad to protect the water pressure to form the spring pad unloading upwelling water flow pressure operation effect, and then through the balloon float block 41 to form a water level buoyancy detection test on the bottom end face of the center surface cover plate 42, so as to facilitate the operation effect of opening the pipe for drainage of the outer wall of the high-rise building at what critical value is needed, and improve the overall multi-angle flexible anti-penetration and water level prevention of floor waterlogging and timely drainage operation effect.

[0036] Embodiment 2:

[0037] See also Figure 1-Figure 8 The present invention provides a high-rise building exterior wall water seepage testing device for engineering supervision, which is the same as embodiment 1 in other aspects, except that:

[0038] See also Figure 6 The exterior wall center panel 4 is composed of a balloon float 41 and a center surface cover 42. Two balloon floats 41 are provided and are respectively installed at the left and right lower corners of the top surface of the center surface cover 42. The balloon float 41 and the center surface cover 42 are buckled together and are on the same horizontal plane. The double end points of the balloon float 41 are used to detect the water level on the bottom end panel of the center surface cover 42 to prevent deviation efficiently.

[0039] See also Figure 7 The balloon float 41 is composed of a composite sandwich ball 411, a pressure flow float 412, and a hanging weld plate 413. The composite sandwich ball 411 is arranged inside the pressure flow float 412. The hanging weld plate 413 is installed on the top of the composite sandwich ball 411 and the pressure flow float 412 and is on the same horizontal plane. The pressure flow float 412 is a composite groove block structure with a wide opening groove at the bottom and a narrow opening groove at the top, which is convenient for filling air inside to form a pressure flow cavity float to test the water seepage level. The pressure flow float 412 built into the composite sandwich ball 411 forms a superimposed precise test operation effect of the float water level detection and the float water level detection.

[0040] See also Figure 8The composite sandwich ball 411 is composed of a composite capsule ball groove 4111, a corrugated ring layer 4112, and a corner seam ring layer 4113. The corner seam ring layer 4113 is installed inside the corrugated ring layer 4112. The composite capsule ball groove 4111 and the corrugated ring layer 4112 are nested as one and the axes are colinear. The corrugated ring layer 4112 is a composite ring structure surrounded by S-shaped corrugated silk thread seams, which is convenient for the middle partition ring surface to bear the elasticity of the outer capsule and drain the inner air seam to vibrate, converge, breathe and stretch efficiently. The corner seam ring layer 4113 is a composite ring structure surrounded by V-shaped pointed cone silk thread seams, which is convenient for centripetal air gathering and coordinated with the inner circulating flow of the outer air seam to bear the buoyancy of the water surface air efficiently. The corrugated ring layer 4112 and the corner seam ring layer 4113 form a combined centripetal airflow, internal circulation, and pressure difference continuously distributes the spherical operation effect.

[0041] After the drainage trough and drainage pipe of the high-rise building exterior wall water seepage test device for engineering supervision are installed, the composite sandwich ball 411 and the pressure flow float 412 are efficiently installed on the bottom end of the center surface cover 42 through the balloon float 41 of the exterior wall center panel 4, and are horizontally fixed to the center surface cover 42 through the hanging welding plate 413, so that the composite balloon ball groove 4111 hoisting corrugated circle layer 4112 and corner seam circle layer 4113 form an internal air pressure environment and a water pressure environment to form a combined float water level test real-time positioning monitoring operation effect.

[0042] The present invention achieves the effect of using the bottom drainage channel beam frame 1 to cooperate with the pipe truss base 3 through the combination of the above-mentioned components. The staff builds a simulated wall building body, and then in the active gap space at the bottom of the exterior wall center panel 4, the water level detection of the spherical floating block 41 and the drainage pipe frame protection of the branch pipe rib frame 31 are formed by the structure center surface cover plate 42 and the branch pipe rib frame 31. The drainage operation of the ellipsoidal spherical groove 11 and the drainage ditch groove 12 is obtained by opening the active gap space, and the water level overflow penetration detection is carried out in real time through the composite sandwich ball 411 pressure and plate installation The buffering effect formed by the gap can improve the overall flexibility of the high-rise building exterior wall water seepage test and the multi-space combination safe anti-seepage operation effect for engineering supervision, so as to solve the problem that high-rise building exterior wall water seepage is a common construction problem, especially rainwater penetration on rainy days is also the key to testing the qualification of construction projects. There are often phenomena of floor water accumulation, floor slab blistering and direct wall leakage and seepage affecting the exterior wall glass surface, which causes the exterior wall water seepage detection to require multiple processes and multiple angles of detection, prediction, construction, ticking and simulation of the building, so as to implement it in real time, resulting in very cumbersome problems in engineering supervision.

[0043] The specific embodiments described herein are merely examples of the present invention. A person skilled in the art may make various modifications or additions to the specific embodiments described or replace them in a similar manner without departing from the scope of the present invention or exceeding the scope defined by the appended claims.

Claims

1. A high-rise building exterior wall water seepage test device for engineering supervision, the structure of which includes: The bottom drainage channel beam frame (1), the wall panel block (2), the pipe truss base (3), the outer wall center panel (4), and the drainage ditch (5) are characterized by: The bottom drainage channel beams (1) are provided with two and are respectively installed at the front and rear sides of the bottom of the two wall panel blocks (2); the pipe truss bases (3) are provided with two and are respectively installed at the left and right lower corners of the external wall center panel (4); the wall panel block (2) is welded to the external wall center panel (4) through the pipe truss bases (3); the bottom drainage channel beams (1) and the wall panel block (2) are interwoven and protected to cooperate with the external wall center panel (4) to form a drainage ditch (5); The bottom drainage channel beam frame (1) is provided with an ellipsoidal capsule groove (11), a drainage ditch groove (12), and a crossbeam frame block (13); The ellipsoidal sac groove (11) is installed inside the drainage ditch groove (12), and the drainage ditch groove (12) is installed inside the cross beam frame block (13). The ellipsoidal sac groove (11) and the drainage ditch groove (12) are nested together as a whole. The drainage ditch groove (12) and the cross beam frame block (13) are an integrated structure. Two cross beam frame blocks (13) are provided and are respectively installed on the front and rear sides of the bottom of the two wall panel blocks (2).

2. A high-rise building exterior wall water seepage testing device for engineering supervision according to claim 1, characterized in that: The ellipsoidal capsule groove (11) is composed of a thick-walled ball groove (111) and an expansion joint petal block (112); the expansion joint petal block (112) is installed inside the thick-walled ball groove (111); and the thick-walled ball groove (111) and the expansion joint petal block (112) are nested together.

3. A high-rise building exterior wall water seepage testing device for engineering supervision according to claim 1, characterized in that: The pipe truss base (3) is composed of a pipe support rib frame (31) and a sealing patch layer (32). Two sealing patch layers (32) are provided and are respectively installed on the upper and lower sides of the pipe support rib frame (31). The sealing patch layer (32) is tightly attached to the pipe support rib frame (31).

4. A high-rise building exterior wall water seepage testing device for engineering supervision according to claim 1, characterized in that: The exterior wall center panel (4) is composed of a balloon float (41) and a center surface cover (42). Two balloon floats (41) are provided and are respectively installed at the left and right lower corners of the top surface of the center surface cover (42). The balloon floats (41) and the center surface cover (42) are buckled together.

5. A high-rise building exterior wall water seepage testing device for engineering supervision according to claim 4, characterized in that: The balloon float (41) is composed of a composite sandwich ball (411), a pressure flow float (412), and a hanging welding plate (413). The composite sandwich ball (411) is arranged inside the pressure flow float (412), and the hanging welding plate (413) is installed on the top of the composite sandwich ball (411) and the pressure flow float (412).

6. A high-rise building exterior wall water seepage testing device for engineering supervision according to claim 5, characterized in that: The composite sandwich ball (411) is composed of a composite capsule ball groove (4111), a corrugated ring layer (4112), and a corner seam ring layer (4113). The corner seam ring layer (4113) is installed inside the corrugated ring layer (4112), and the composite capsule ball groove (4111) and the corrugated ring layer (4112) are nested together.

7. A high-rise building exterior wall water seepage testing device for engineering supervision according to claim 6, characterized in that: The corrugated ring layer (4112) is a composite ring structure surrounded by S-shaped corrugated silk thread seams.

8. A high-rise building exterior wall water seepage testing device for engineering supervision according to claim 6, characterized in that: The corner seam ring layer (4113) is a composite ring structure surrounded by V-shaped pointed cone wire seams.

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