CN116219888A - Construction method for treating foundation of cast-in-situ beam construction full framing - Google Patents

Construction method for treating foundation of cast-in-situ beam construction full framing Download PDF

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Publication number
CN116219888A
CN116219888A CN202310160208.9A CN202310160208A CN116219888A CN 116219888 A CN116219888 A CN 116219888A CN 202310160208 A CN202310160208 A CN 202310160208A CN 116219888 A CN116219888 A CN 116219888A
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plate
wedge
plates
foundation
shaped
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张军智
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China MCC17 Group Co Ltd
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China MCC17 Group Co Ltd
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations

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  • General Engineering & Computer Science (AREA)
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Abstract

The invention discloses a construction method for treating a full framing foundation of a cast-in-situ beam construction, and relates to the technical field of the full framing foundation treatment of the cast-in-situ beam. The method comprises the following steps: step one, pouring foundation concrete; assembling a high-density polyethylene (PP) plate on the surface of the foundation concrete, wherein an anti-slip layer is arranged between the PP plate and the foundation concrete; and thirdly, erecting a full framing on the high-density polyethylene PP plate. Because the high-density polyethylene PP plate has higher strength, the depth of the foundation filling treatment of the full framing of the cast-in-situ beam can be reduced by fully paving the high-density polyethylene PP plate, so that the foundation filling treatment cost is greatly reduced, the foundation treatment time is saved, the integral strength of the foundation of the full framing is increased, and finally, the purposes of improving the engineering quality, saving the construction period and reducing the construction cost are achieved.

Description

Construction method for treating foundation of cast-in-situ beam construction full framing
Technical Field
The invention belongs to the technical field of cast-in-situ beam full framing foundation treatment, and particularly relates to a construction method for cast-in-situ beam full framing foundation treatment.
Background
The foundation treatment of the full framing of the bridge construction cast-in-situ beam construction utilizes the traditional process, so that the cost is high, the foundation replacement and filling treatment needs a longer construction period, the treatment depth is deeper, the engineering quantity is large, the treatment effect is not ideal, the full framing wholly or partially sinks due to foundation settlement in the construction process of the cast-in-situ box beam, the elevation setting line shape of the cast-in-situ box beam is influenced, and even engineering quality accidents occur.
Disclosure of Invention
The invention aims to provide a construction method for the foundation treatment of the full framing of the cast-in-situ beam construction, which is applied to the foundation treatment construction of the full framing of the cast-in-situ beam construction, has the advantages of simple operation and strong operability, can effectively shorten the time of the foundation treatment, reduce the construction cost, and effectively ensure the strength of the foundation treatment of the full framing of the cast-in-situ beam construction and the integral stability of the bracket.
In order to achieve the above purpose, the present invention provides the following technical solutions:
a construction method for treating a foundation of a full framing in cast-in-situ beam construction comprises the following steps:
step one, pouring foundation concrete;
assembling a high-density polyethylene (PP) plate on the surface of the foundation concrete, wherein an anti-slip layer is arranged between the PP plate and the foundation concrete;
and thirdly, erecting a full framing on the high-density polyethylene PP plate.
According to a further technical scheme, the high-density polyethylene PP plate in the second step comprises an A plate, a B plate, a C plate, a D plate, an E plate, an F plate, a G plate, an H plate and an L plate, and the assembling steps comprise:
s1, arranging the A plate on the left upper corner of the foundation concrete in a flat mode;
s2, sequentially installing one or more E plates in the transverse bridge direction of the A plate according to the width of the foundation concrete, wherein the length of the E plates is the same as that of the A plate;
s3, installing a B plate until the width of the foundation concrete is 2 meters, wherein the length of the B plate is the same as that of the A plate;
s4, sequentially installing one or more G plates in the bridge direction of the A plate according to the length of the foundation concrete, wherein the width of the G plates is the same as that of the A plate;
s5, installing H plates in the transverse bridge direction of the G plates according to the width of the foundation concrete, wherein the installation number of the H plates is identical to that of the E plates, the length of the H plates is identical to that of the G plates, and the width of the H plates is identical to that of the E plates;
s6, installing L plates in the forward bridge direction of the B plates according to the length of the foundation concrete, wherein the installation number of the L plates is identical to that of the G plates, the length of the L plates is identical to that of the G plates, and the width of the L plates is identical to that of the B plates;
s7, installing a C plate in the forward bridge direction of the G plate, wherein the width of the C plate is the same as that of the A plate;
s8, according to the width of the foundation concrete, installing F plates in the transverse bridge direction of the C plates, wherein the number of the F plates is identical to that of the H plates, the length of the F plates is identical to that of the C plates, and the width of the F plates is identical to that of the H plates;
and S9, finally, installing a D plate between the L plate and the F plate, wherein the length of the D plate is the same as that of the F plate, and the width of the D plate is the same as that of the L plate.
In a further technical scheme, in the step S2, a wedge block is arranged at the contact position of the E plate and the A plate, and a wedge opening is reserved at one side far away from the A plate; the position of the A plate corresponding to the wedge block on the E plate is provided with a wedge opening, and when the E plate is installed, the wedge block on the E plate is sleeved into the wedge opening of the A plate.
In a further technical scheme, in step S3, a wedge block is arranged at a reserved wedge opening of the B plate corresponding to the E plate, and when the B plate is installed, the wedge block on the B plate is sleeved into the wedge opening on the E plate.
In a further technical scheme, in the step S4, a wedge block is arranged at the contact position of the plate A and the plate G, a wedge opening is arranged at the position of the plate G corresponding to the wedge block on the plate A, and a wedge block is arranged at the position of the plate G far away from the plate A; when the G plate is installed, the wedge block on the A plate is sleeved into the wedge opening on the G plate.
In a further technical scheme, in the step S5, a wedge-shaped block is arranged at the contact position of the H plate and the G plate, a wedge-shaped opening is reserved at the position, far away from the G plate, of the H plate, and a wedge-shaped opening is reserved at the position, corresponding to the wedge-shaped block, of the G plate; wedge-shaped openings are reserved at the contact positions of the H plates and the E plates, and wedge-shaped blocks are arranged at the positions of the E plates corresponding to the wedge-shaped openings on the H plates; when the H plate is installed, one side of the H plate is connected with the G plate, and the other side is connected with the E plate.
In a further technical scheme, in the step S6, a wedge-shaped opening is reserved at the contact position of the L plate and the B plate, a wedge-shaped block is arranged at one side far away from the B plate, and a wedge-shaped block is arranged at the position of the B plate corresponding to the wedge-shaped opening on the L plate; wedge-shaped blocks are arranged at reserved wedge-shaped openings, which are reserved away from the G plate, of the L plate corresponding to the H plate; when the L plate is installed, one side of the L plate is connected with the H plate, and the other side is connected with the B plate.
In a further technical scheme, in step S7, wedge blocks are arranged at wedge openings of the C plate, which correspond to the G plate and are far away from the A plate; when the C plate is installed, the wedge-shaped opening on the C plate is connected with the wedge-shaped block on the G plate.
In a further technical scheme, in the step S8, a wedge-shaped block is arranged at the contact position of the F plate and the C plate, a wedge-shaped opening is reserved at one side far away from the C plate, and a wedge-shaped opening is reserved at the position of the C plate corresponding to the wedge-shaped block on the F plate; a wedge-shaped opening is reserved at the contact position of the F plate and the H plate, and a wedge-shaped block is arranged at the position of the H plate corresponding to the wedge-shaped opening on the F plate; when the F plate is installed, the F plate is connected with the C plate and the H plate.
In a further technical scheme, in step S9, a wedge-shaped block is arranged at a position, corresponding to the wedge-shaped opening of the F plate, far away from the C plate, of the D plate, and a wedge-shaped opening is reserved at a position, corresponding to the wedge-shaped block of the L plate, far away from the B plate; when the D plate is installed, the D plate is connected with the F plate and the L plate.
Compared with the prior art, the invention has the beneficial effects that:
the invention aims to provide a construction method for the foundation treatment of the full framing of the cast-in-situ beam construction, which is applied to the foundation treatment construction of the full framing of the cast-in-situ beam construction, has the advantages of simple operation and strong operability, can effectively shorten the time of the foundation treatment, reduce the construction cost, and effectively ensure the strength of the foundation treatment of the full framing of the cast-in-situ beam construction and the integral stability of the bracket.
Drawings
FIG. 1 is an overall block diagram of the present invention;
FIG. 2 is an elevation view of the lifting ring of the present invention;
FIG. 3 is a detail view of a wedge-shaped preformed opening of the wedge block of the present invention;
FIG. 4 is a plan view of the A-plate of the present invention;
FIG. 5 is a plan view of a B-plate of the present invention;
FIG. 6 is a plan view of the C-plate of the present invention;
FIG. 7 is a plan view of the D-plate of the present invention;
FIG. 8 is a plan view of an E-plate of the present invention;
FIG. 9 is a plan view of an F plate of the present invention;
FIG. 10 is a plan view of a G-plate of the present invention;
FIG. 11 is a plan view of an H-plate of the present invention;
FIG. 12 is a plan view of an L-plate of the present invention;
fig. 13 is a cross-sectional view of the present invention.
In the figure: 1. a high density polyethylene anti-slip layer; 2. a hanging ring; 3. wedge blocks; 4. a wedge-shaped opening; 5. a plate A; 6. a B plate; 7. a C plate; 8. a D plate; 9. e plate; 10. f, a plate; 11. g plate; 12. h plate; 13. l plate.
Detailed Description
The invention will be further described with reference to the accompanying drawings.
Example 1
Referring to fig. 1-13, the embodiment provides a construction method for treating a foundation of a cast-in-place beam construction full framing, which specifically comprises the following steps:
firstly, cleaning a site before the full framing of the cast-in-situ beam is processed, replacing and filling a foundation soft foundation by 20cm, pouring 15cm of C20 plain concrete on the foundation soft foundation after the replacement and filling processing is finished, curing the concrete, and performing the next procedure after the concrete strength reaches the standard;
step two, arranging a hanging ring 2 on the high-density polyethylene PP plate, sleeving a steel wire rope on the hanging ring 2 by adopting hoisting equipment, splicing the high-density polyethylene PP plate on the surface of the foundation concrete, and then unwinding the steel wire rope on the hanging ring 2. Wherein a density polyethylene anti-slip layer (1) is arranged between the high density polyethylene PP plate and the basic concrete.
As shown in fig. 1 to 12, the high-density polyethylene PP plate includes an a plate 5, a B plate 6, a C plate 7, a D plate 8, an E plate 9, an F plate 10, a G plate 11, an H plate 12, and an L plate 13, and the assembling process of the high-density polyethylene PP plate is as follows: the lifting equipment is adopted to flatly place the A plate 5 at the upper left corner of the foundation concrete; according to the width of foundation concrete, E plates 9 are sequentially installed in the transverse bridge direction of an A plate 5, when the E plates 9 are installed, wedge blocks 3 on the E plates 9 are centered and stably sleeved in reserved wedge openings 4 of the A plate 5, the integrity of the E plates is guaranteed, steel wire ropes are removed after the E plates are installed, if a cast-in-situ beam support foundation is wider, a plurality of E plates 9 can be sequentially installed until the foundation width is about 2 meters, B plates 6 are installed, wedge blocks 4 on the B plates 6 are centered and stably sleeved in reserved wedge openings 4 of the E plates 9, and the steel wire ropes are removed after the E plates are installed. The method comprises the steps of installing a G plate 11 in the forward direction of a bridge of an A plate 5, centering and stably sleeving wedge blocks 3 on the A plate 5 into reserved wedge ports 4 on the G plate 11, removing a steel wire rope to install an H plate 12, wherein the H plate 12 is provided with two wedge blocks 3 and two wedge ports 4, is connected with the G plate 11 while being connected with an E plate 9, the installation number of the H plate 12 is identical with the number of the E plate 9, installing an L plate 13, reasonably arranging the numbers of the G plate 11, the H plate 12 and the L plate 13 according to the length in the forward direction of the bridge, installing a C plate 7 in the forward direction of the G plate 11, connecting the reserved wedge ports 4 on the C plate 7 with the wedge blocks 3 on the G plate 11, installing an F plate 10, connecting the F plate 10 with the C plate 7 through the wedge blocks 3, connecting the F plate 12 through the wedge blocks 3 and the H plate 12 while finally installing the D plate 8, connecting the D plate 8 with the F plate 10 through the wedge blocks 3 and the L plate 13, and finally combining the 9 PP plates into a whole, and removing all the whole hanging rings.
And thirdly, after the high-density polyethylene PP plate is installed, erecting a full framing on the high-density polyethylene PP plate.
In the embodiment, the high-density polyethylene anti-slip layer 1 is a PP plate with high strength, high toughness and larger friction force, the high-density polyethylene anti-slip layer 1 is arranged below each high-density polyethylene PP plate, the friction force of concrete and the high-density polyethylene PP plate is increased, and the plate is ensured not to slide in the using process, wherein the plate a 5, the plate B6, the plate C7, the plate D8, the plate E9, the plate F10, the plate G11, the plate H12, the plate L13 and the high-density polyethylene anti-slip layer 1 are manufactured and formed at one time, and the two plates have better integrity.
In the embodiment, the structural dimension of the A plate 5 is 5cm in thickness, 300cm in length and 200cm in width, the bottom of the plate body is provided with a 0.5cm thick high-density polyethylene anti-slip layer 1, the wedge-shaped block 3 on one side of the A plate 5 in the width direction is connected with the reserved wedge-shaped opening 4 on the G plate 11, and the wedge-shaped opening 4 on one side of the A plate in the long side direction is connected with the wedge-shaped block 3 on the E plate 9.
In the embodiment, the structural dimension of the E-plate 9 is 5cm in thickness, 300cm in length and 200cm in width, the bottom of the E-plate 9 is provided with a 0.5cm thick high-density polyethylene anti-slip layer 1, the wedge-shaped block 3 on one side of the E-plate 9 in the width direction is connected with the reserved wedge-shaped opening 4 of the H-plate 12, the reserved wedge-shaped opening 4 on one side of the long side is connected with the wedge-shaped block 3 on the B-plate 6, and the wedge-shaped block 3 on the other side of the long side is connected with the reserved wedge-shaped opening 4 of the a-plate 5.
In the embodiment, the structural dimension of the B plate 6 is 5cm in thickness, 300cm in length and 200cm in width, the bottom of the B plate 6 is provided with a 0.5cm thick high-density polyethylene anti-slip layer 1, the wedge-shaped block 3 on one side of the B plate 6 in the width direction is connected with the reserved wedge-shaped opening 4 on the L plate 13, and the wedge-shaped opening 4 on one side of the B plate in the length direction is connected with the wedge-shaped block 3 on the E plate 9.
In the above embodiment, the structural dimension of the L plate 13 is 5cm in thickness, 300cm in length and 200cm in width, the bottom is provided with a 0.5cm thick high-density polyethylene anti-slip layer 1, the wedge-shaped block 3 on one side of the L plate 13 is connected with the reserved wedge-shaped opening 4 of the D plate, the reserved wedge-shaped opening 4 on one side of the L plate 13 is connected with the reserved wedge-shaped block 3 of the B plate, and the wedge-shaped block 3 on one side of the long side is connected with the reserved wedge-shaped opening 4 of the H plate 12.
In the above embodiment, the structural dimension of the H plate 12 is 5cm in thickness, 300cm in length and 200cm in width, the bottom is provided with a 0.5cm thick high-density polyethylene anti-slip layer 1, the wedge 3 on one side of the H plate 12 is connected with the reserved wedge 4 on the F plate 10, the reserved wedge 4 on one side of the width is connected with the wedge 3 on the E plate 9, the wedge 3 on one side of the long side is connected with the reserved wedge 4 on the G plate 11, and the reserved wedge 4 on the other side of the long side is connected with the wedge 3 on the L plate 13.
In the embodiment, the structural dimension of the G plate 11 is 5cm in thickness, 300cm in length and 200cm in width, the bottom is provided with the 0.5cm thick high-density polyethylene anti-slip layer 1, the wedge-shaped block 3 on one side of the G plate 11 in the width direction is connected with the reserved wedge-shaped opening 4 on the C plate 7, the reserved wedge-shaped opening 4 on one side in the width direction is connected with the wedge-shaped block 3 on the a plate 5, and the reserved wedge-shaped opening 4 on one side in the long side direction is connected with the wedge-shaped block 3 on the H plate 12.
In the embodiment, the structural dimension of the C plate 7 is 5cm in thickness, 300cm in length and 200cm in width, the bottom of the C plate 7 is provided with a 0.5cm thick high-density polyethylene anti-slip layer 1, the wedge-shaped opening 4 reserved on one side of the C plate 7 in the width direction is connected with the wedge-shaped block 3 on the G plate 11, and the wedge-shaped opening 4 reserved on one side of the C plate in the long side direction is connected with the wedge-shaped block 3 on the F plate 10.
In the above embodiment, the structural dimension of the F plate 10 is 5cm in thickness, 300cm in length and 200cm in width, the bottom is provided with a 0.5cm thick high-density polyethylene anti-slip layer 1, the wedge-shaped opening 4 reserved on one side in the width direction of the F plate 10 is connected with the wedge-shaped block 3 on the H plate 12, the wedge-shaped opening 4 reserved on one side in the long side direction is connected with the wedge-shaped block 3 on the D plate 8, and the wedge-shaped block 3 on the other side in the long side direction is connected with the wedge-shaped opening 4 reserved on the C plate 7.
In the embodiment, the structural dimension of the D plate 8 is 5cm in thickness, 300cm in length and 200cm in width, the bottom is provided with the 0.5cm thick high-density polyethylene anti-slip layer 1, the wedge-shaped opening 4 reserved on one side of the D plate 8 in the width direction is connected with the wedge-shaped block 3 on the L plate 13, and the wedge-shaped block 3 on one side of the long side is connected with the wedge-shaped opening 4 reserved on the F plate 10.
In the embodiment, the structural dimension of the wedge-shaped opening 4 is a trapezoid reserved opening with the width of the upper opening being 40cm, the width of the lower opening being 60cm and the height being 40cm, and the trapezoid reserved opening is inlaid and effectively connected with the wedge-shaped block 3, so that the integrity of the plate body is ensured.
In the embodiment, the structural dimension of the wedge-shaped block 3 is a trapezoid structure with the width of an upper opening of 39cm, the width of a lower opening of 59cm and the height of 39cm, and the wedge-shaped block is embedded and effectively connected with the wedge-shaped opening 4 after being lifted on the lifting ring 2 by a steel wire rope for lifting equipment, so that the integrity of the plate body is ensured.
In the embodiment, the lifting ring 2 is made of a 20-degree round steel bar, the outer diameter of the lifting ring 2 is 10cm, a full-wire screw rod with the length of 5cm and the diameter of 2cm is welded on the outer side of the lifting ring 2, the lifting ring 2 is arranged in a reserved screw hole on a high-density polyethylene PP plate through the screw rod, four holes are reserved in each plate, and the position of each hole is 50cm away from the center of the hole.
To sum up: the invention aims to provide a construction method for the foundation treatment of the full framing of the cast-in-situ beam construction, which is applied to the foundation treatment construction of the full framing of the cast-in-situ beam construction, has the advantages of simple operation and strong operability, can effectively shorten the time of the foundation treatment, reduce the construction cost, and effectively ensure the strength of the foundation treatment of the full framing of the cast-in-situ beam construction and the integral stability of the bracket.
The foregoing is only a preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art, who is within the scope of the present invention, should be covered by the protection scope of the present invention by making equivalents and modifications to the technical solution and the inventive concept thereof.

Claims (10)

1. The construction method for the foundation treatment of the cast-in-situ beam construction full framing is characterized by comprising the following steps:
step one, pouring foundation concrete;
assembling a high-density polyethylene (PP) plate on the surface of the foundation concrete, wherein a density polyethylene anti-slip layer (1) is arranged between the high-density polyethylene PP plate and the foundation concrete;
and thirdly, erecting a full framing on the high-density polyethylene PP plate.
2. The construction method for the foundation treatment of the cast-in-situ beam construction full framing according to claim 1, wherein the high density polyethylene PP plate in the second step comprises an a plate (5), a B plate (6), a C plate (7), a D plate (8), an E plate (9), an F plate (10), a G plate (11), an H plate (12) and an L plate (13), and the assembling step comprises:
s1, flatly placing the plate A (5) at the upper left corner of basic concrete;
s2, sequentially installing one or more E plates (9) in the transverse bridge direction of the A plate (5) according to the width of the foundation concrete, wherein the length of the E plates (9) is the same as that of the A plate (5);
s3, installing a B plate (6) until the width of the foundation concrete is 2 meters, wherein the length of the B plate (6) is the same as that of the A plate (5);
s4, according to the length of the foundation concrete, sequentially installing one or more G plates (11) on the A plate (5) along the bridge direction, wherein the width of the G plates (11) is the same as that of the A plate (5);
s5, installing H plates (12) in the transverse bridge direction of the G plates (11) according to the width of the foundation concrete, wherein the installation number of the H plates (12) is identical to that of the E plates (9), the length of the H plates (12) is identical to that of the G plates (11), and the width of the H plates (12) is identical to that of the E plates (9);
s6, installing L plates (13) in the forward bridge direction of the B plates (6) according to the length of the foundation concrete, wherein the installation number of the L plates (13) is identical to that of the G plates (11), the length of the L plates (13) is identical to that of the G plates (11), and the width of the L plates (13) is identical to that of the B plates (6);
s7, installing a C plate (7) in the forward bridge direction of the G plate (11), wherein the width of the C plate (7) is the same as that of the A plate (5);
s8, according to the width of the foundation concrete, transversely bridging the C plates (7) to form F plates (10), wherein the number of the F plates (10) is identical to that of the H plates (12), the length of the F plates (10) is identical to that of the C plates (7), and the width of the F plates (10) is identical to that of the H plates (12);
and S9, finally, installing a D plate (8) between the L plate (13) and the F plate (10), wherein the length of the D plate (8) is the same as that of the F plate (10), and the width of the D plate (8) is the same as that of the L plate (13).
3. The construction method for the foundation treatment of the cast-in-situ beam construction full framing of claim 2, which is characterized by comprising the following steps: in the step S2, a wedge block (3) is arranged at the contact position of the E plate (9) and the A plate (5), and a wedge opening (4) is reserved at one side far away from the A plate (5); the position of the A plate (5) corresponding to the wedge-shaped block (3) on the E plate (9) is provided with a wedge-shaped opening (4), and when the E plate (9) is installed, the wedge-shaped block (3) on the E plate (9) is sleeved into the wedge-shaped opening (4) of the A plate (5).
4. A construction method for treating a foundation of a cast-in-place beam construction full framing according to claim 3, which is characterized in that: in the step S3, a wedge block (3) is arranged at a reserved wedge opening (4) of the B plate (6) corresponding to the E plate (9), and when the B plate (6) is installed, the wedge block (3) on the B plate (6) is sleeved into the wedge opening (4) of the E plate (9).
5. The construction method for the foundation treatment of the cast-in-situ beam construction full framing of claim 4, wherein the construction method comprises the following steps: in the step S4, a wedge block (3) is arranged at the contact position of the A plate (5) and the G plate (11), a wedge opening (4) is arranged at the position of the G plate (11) corresponding to the wedge block (3) on the A plate (5), and the wedge block (3) is arranged at the position of the G plate (11) far away from the A plate (5); when the G plate (11) is installed, the wedge-shaped block (3) on the A plate (5) is sleeved into the wedge-shaped opening (4) on the G plate (11).
6. The construction method for the foundation treatment of the cast-in-situ beam construction full framing of claim 5, wherein the construction method comprises the following steps: in the step S5, a wedge-shaped block (3) is arranged at the contact position of the H plate (12) and the G plate (11), a wedge-shaped opening (4) is reserved at the position, far away from the G plate (11), of the H plate (12), and a wedge-shaped opening (4) is reserved at the position, corresponding to the wedge-shaped block (3) on the H plate (12), of the G plate (11); wedge-shaped openings (4) are reserved at the contact positions of the H plates (12) and the E plates (9), and wedge-shaped blocks (3) are arranged at the positions of the E plates (9) corresponding to the wedge-shaped openings (4) on the H plates (12); when the H plate (12) is mounted, the H plate (12) is connected to the G plate (11) and to the E plate (9).
7. The construction method for the foundation treatment of the cast-in-situ beam construction full framing of claim 6, wherein the construction method comprises the following steps: in the step S6, a wedge-shaped opening (4) is reserved at the contact position of the L plate (13) and the B plate (6), a wedge-shaped block (3) is arranged at one side far away from the B plate (6), and the wedge-shaped block (3) is arranged at the position of the B plate (6) corresponding to the wedge-shaped opening (4) on the L plate (13); wedge-shaped blocks (3) are arranged at the reserved wedge-shaped openings (4) of the L plate (13) corresponding to the H plate (12) and far away from the G plate (11); when the L plate (13) is mounted, the L plate (13) is connected to the H plate (12) and to the B plate (6).
8. The construction method for the foundation treatment of the cast-in-situ beam construction full framing of claim 6, wherein the construction method comprises the following steps: in the step S7, a wedge block (3) is arranged at a wedge opening (4) of the C plate (7) corresponding to the G plate (11) far away from the A plate (5); when the C plate (7) is installed, the wedge-shaped opening (4) on the C plate (7) is connected with the wedge-shaped block (3) on the G plate (11).
9. The construction method for the foundation treatment of the cast-in-situ beam construction full framing of claim 8, wherein the construction method comprises the following steps: in the step S8, a wedge-shaped block (3) is arranged at the contact position of the F plate (10) and the C plate (7), a wedge-shaped opening (4) is reserved at one side far away from the C plate (7), and a wedge-shaped opening (4) is reserved at the position of the C plate (7) corresponding to the wedge-shaped block (3) on the F plate (10); a wedge-shaped opening (4) is reserved at the contact position of the F plate (10) and the H plate (12), and a wedge-shaped block (3) is arranged at the position of the H plate (12) corresponding to the wedge-shaped opening (4) on the F plate (10); when the F plate (10) is mounted, the F plate (10) is connected to the H plate (12) while being connected to the C plate (7).
10. The construction method for the foundation treatment of the cast-in-situ beam construction full framing of claim 9, wherein the construction method comprises the following steps: in the step S9, a wedge-shaped block (3) is arranged at a position, corresponding to the F plate (10), far away from the wedge-shaped opening (4) of the C plate (7), of the D plate (8), and a wedge-shaped opening (4) is reserved at a position, corresponding to the L plate (13), far away from the wedge-shaped block (3) of the B plate (6), of the D plate (8); when the D plate (8) is mounted, the D plate (8) is connected to the L plate (13) while being connected to the F plate (10).
CN202310160208.9A 2023-02-21 2023-02-21 Construction method for treating foundation of cast-in-situ beam construction full framing Pending CN116219888A (en)

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CN202310160208.9A CN116219888A (en) 2023-02-21 2023-02-21 Construction method for treating foundation of cast-in-situ beam construction full framing

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CN202310160208.9A CN116219888A (en) 2023-02-21 2023-02-21 Construction method for treating foundation of cast-in-situ beam construction full framing

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