CN114525924A - Bealock cast-in-situ wall structure and construction method - Google Patents
Bealock cast-in-situ wall structure and construction method Download PDFInfo
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- CN114525924A CN114525924A CN202011510513.9A CN202011510513A CN114525924A CN 114525924 A CN114525924 A CN 114525924A CN 202011510513 A CN202011510513 A CN 202011510513A CN 114525924 A CN114525924 A CN 114525924A
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- 238000010276 construction Methods 0.000 title claims abstract description 53
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 28
- 239000002023 wood Substances 0.000 claims abstract description 32
- 210000002268 wool Anatomy 0.000 claims abstract description 28
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 18
- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 230000002457 bidirectional effect Effects 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 230000002787 reinforcement Effects 0.000 claims description 3
- 230000007613 environmental effect Effects 0.000 abstract description 6
- 239000000463 material Substances 0.000 description 27
- 238000009415 formwork Methods 0.000 description 13
- 238000000034 method Methods 0.000 description 12
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 11
- 229910052782 aluminium Inorganic materials 0.000 description 11
- 239000000945 filler Substances 0.000 description 10
- 239000004570 mortar (masonry) Substances 0.000 description 8
- 230000001788 irregular Effects 0.000 description 7
- 239000000428 dust Substances 0.000 description 6
- 238000005034 decoration Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 239000010410 layer Substances 0.000 description 4
- 239000002356 single layer Substances 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 241000264877 Hippospongia communis Species 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 235000019994 cava Nutrition 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/001—Corner fastening or connecting means for forming or stiffening elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/06—Solidifying concrete, e.g. by application of vacuum before hardening
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a bealock cast-in-place wall structure and a construction method thereof, wherein the bealock cast-in-place wall structure comprises a cast-in-place wall body, a template and a bottom plate, wherein the cast-in-place wall body and the template are arranged above the bottom plate, and the cast-in-place wall body is arranged in the template; the cast-in-place wall body comprises a bealock wall, a shear wall and a frame beam, a wood wool board is arranged between the bealock wall and the shear wall, the wood wool board is arranged between the bealock wall and the frame beam, the wood wool board is fixed with the template, and a pouring hole is formed in the wood wool board between the bealock wall and the frame beam. The invention provides a bealock cast-in-situ wall structure and a construction method thereof, and the bealock cast-in-situ wall structure and the construction method have the advantages of more convenience in application, higher safety, higher economy, higher construction speed, higher environmental protection performance and the like.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to a bealock cast-in-place wall structure and a construction method.
Background
In traditional building construction engineering, a method for treating the shear wall between the bealock caves is to adopt autoclaved aerated concrete blocks for secondary building and to hang a steel wire mesh on the surface for plastering treatment. This approach has the following disadvantages:
1. the aerated concrete block infilled wall adopts secondary masonry construction, influences the wholeness of wall body, and the surface shaping effect is not good, and the wall body surface needs to pass through secondary plastering treatment. The aerated concrete block material has large porosity and high water absorption speed, so that the aerated concrete block material is very easy to absorb the water of plastering mortar, thereby causing a series of problems of great loss of the water of a plastering surface, cement hydration failure of the mortar, reduced bonding degree, weakened stress and the like. The surface of the plastering layer is separated from the wall surface of the masonry under the influence of the contractility, and a series of quality problems such as the falling off and hollowing of the plastering layer occur. 2. Because the shear wall around the bealock hole is made of concrete, and the filler wall inside the bealock is made of an aerated block, the physical properties and the expansion coefficients of the two different materials are obviously different, and the two materials are caused to be inconsistent in shrinkage deformation under the change of external temperature. Therefore, a series of quality problems such as horizontal cracks between the concrete frame beam and the aerated block filler wall, vertical cracks at the edge of the shear wall column, irregular cracks in the wall and the like occur. 3. The aerated concrete block wall has the advantages of multiple construction procedures, high construction difficulty and high comprehensive construction cost. And a large amount of hoisting machinery working shifts are required to be occupied in the transportation process of the building blocks and the plastering materials, so that the development of other subsequent construction operations is influenced, and the construction progress of the whole engineering project is influenced.
The Chinese patent application publication No. CN212001742U, whose publication date is 12, month and 15 in 2020, named as 'invisible bealock', discloses an invisible bealock, relating to the technical field of bealocks; including the frame, cover at the wallboard of frame tow sides, be located the door opening on the wallboard, be located the side seal board of door opening left and right sides, be located the last shrouding of door opening upside, the side seal board is located between the wallboard, it is located between the wallboard to go up the shrouding. However, the hidden bealock still does not solve the problems.
Disclosure of Invention
The invention provides a bealock cast-in-place wall structure and a construction method thereof, aiming at overcoming the quality problem, the progress problem and the cost problem in the traditional construction of a bealock secondary structure wall body in the prior art, and having the advantages of more convenient application, stronger safety, higher economy, higher construction speed, higher environmental protection performance and the like.
In order to achieve the purpose, the invention adopts the following technical scheme:
a cast-in-situ wall structure of a bealock comprises a cast-in-situ wall body, a template and a bottom plate, wherein the cast-in-situ wall body and the template are arranged above the bottom plate, and the cast-in-situ wall body is arranged in the template; the cast-in-place wall body comprises a bealock wall, a shear wall and a frame beam, a wood wool board is arranged between the bealock wall and the shear wall, the wood wool board is arranged between the bealock wall and the frame beam, the wood wool board is fixed with the template, and a pouring hole is formed in the wood wool board between the bealock wall and the frame beam.
The application of the cast-in-situ wall structure with the dumb opening effectively solves the problems of shrinkage deformation and irregular cracks generated between the filler wall and the shear wall due to different materials. Even if the bealock wall and the shear walls at the two ends are deformed due to the impact of external force, the wood-wool board is a flexible material due to the existence of the wood-wool boards at the peripheries of the two walls, has certain impact resistance, and can reduce the damage of the impact to the walls at the two ends to the maximum extent. And the wall body and the main body structure are cast and molded together, secondary plastering treatment is not needed on the surface, the construction progress is accelerated, and the labor and material cost increased by secondary masonry construction is reduced. Meanwhile, a major pollution source of construction site dust pollution caused by masonry material cutting and mortar plastering is avoided. In conclusion, the new technology of the bealock hole wall is more convenient to apply, higher in safety, higher in economical efficiency, higher in construction speed and better in environmental protection performance.
Preferably, a bidirectional reinforcing steel bar net sheet is arranged in the bealock wall. Bidirectional reinforcing bar net piece can improve the structural strength of bealock wall.
Preferably, the ends of the bidirectional reinforcing mesh pass through the wood wool plate and are connected with the shear wall and the main reinforcements in the top frame beam in a binding mode. The reinforcing steel bars in the puerto wall and the steel frame in the original structure wall beam are bound and connected together, the concrete is poured and formed integrally, and the poured wall is thinner, lighter than a block wall in quality and obviously superior to the original aerated block masonry wall construction process in anti-seismic performance.
Preferably, the thickness of the bealock wall is smaller than that of the shear wall.
Preferably, the template on the bealock wall is fixedly connected with the template on the shear wall through a reentrant corner piece.
Preferably, the thickness of the bealock wall is smaller than that of the frame beam.
Preferably, the template on the bealock wall is fixedly connected with the template on the frame beam through a female corner piece. Because the periphery of the bealock and the frame beam adopt the aluminum membrane plate construction process, the thickness of the wall body around the bealock is 200mm, the thickness of the cast-in-situ wall in the bealock is 100mm, and a 100mm fall exists between the thicknesses of the wall bodies. In order to ensure that the cast-in-place wall formwork in the opening is integrally connected with the aluminum formwork of the wall body at the periphery in one step, 2 types of special-specification aluminum formwork corner pieces and the original large-surface aluminum formwork of the shear wall are respectively fixed on two sides of a wood wool board by considering the later decoration requirement (the decoration requirement is that a filler wall is arranged under two conditions, one type of parallel and level shear wall is arranged between two sides, and the other type of parallel and level shear wall is arranged at one side, so that the cast-in-place wall formwork and the shear wall at two ends have two fall conditions of 50mm or 100 mm).
A construction method of a cast-in-place wall of a bealock hole adopts the cast-in-place wall structure of the bealock hole, and comprises the following steps:
a. and (3) steel bar bundling: binding steel bars at the position where a cast-in-place wall body needs to be poured, and meanwhile, placing the wood-wool board at a set position;
b. fixing the template: fixing a template on the outer side of the cast-in-place wall to be poured, and fixing the wood-wool board on the template;
c. pouring in layers: pouring a bealock wall and a shear wall in the template, and then pouring a frame beam;
d. removing the template: and (4) removing the template after the concrete is solidified.
The application of the construction method of the cast-in-situ wall with the dumb opening effectively solves the problems of shrinkage deformation and irregular cracks generated between the filler wall and the shear wall due to different materials. Even if the bealock wall and the shear walls at the two ends are deformed due to the impact of external force, the wood-wool board is a flexible material due to the existence of the wood-wool boards at the peripheries of the two walls, has certain impact resistance, and can reduce the damage of the impact to the walls at the two ends to the maximum extent. In addition, because the reinforcing steel bars in the bealock wall are bound and connected with the steel frame in the original structure wall beam together, the concrete is integrally poured and formed, and because the thickness of the poured wall is thinner, the quality is lighter than that of a block wall, and the anti-seismic performance is obviously superior to that of the construction process of the original aerated block masonry wall. And the wall body and the main structure are cast and molded together, secondary plastering treatment is not needed on the surface, the construction progress is accelerated, and meanwhile, the labor and material cost increased by secondary masonry construction is reduced. Meanwhile, a major pollution source of construction site dust pollution caused by masonry material cutting and mortar plastering is avoided. In conclusion, the new technology of the bealock wall is more convenient to apply and construct, higher in safety, higher in economical efficiency, higher in construction speed and better in environmental protection performance.
Preferably, when the bealock wall is poured, the pouring pipe is inserted into a pouring hole in the wood wire plate for pouring, and meanwhile, slight sounding vibration is carried out on the outer side of the template. In the concrete pouring process, layered pouring is preferably adopted, reserved holes are formed in a wood silk plate connected with the bottom of a frame beam at the upper part of the bealock cast-in-place wall, the reserved holes are 200mm long and 100mm wide, and the distance between the reserved holes is not more than 800mm, so that the vibration rods can be inserted into the cast-in-place wall from the frame beam through the reserved holes in the concrete pouring process, the compactness of the concrete cast-in-place wall is ensured by assisting the vibration mode of slight touch detection at the outer side of the template, particularly the vibration of corner parts is enhanced, and the phenomena of honeycombs, pitted surfaces and holes are prevented.
Preferably, when the reinforcing steel bars are tied up, a single-layer bidirectional reinforcing steel bar net piece is adopted in the bealock wall, the end of the reinforcing steel bar net piece in the bealock wall penetrates through the wood wire plates contacted with the periphery of the wall body, and the reinforcing steel bars are inserted into the shear walls at two ends and the top frame beam and are bound and connected with the main reinforcing steel bars of the structure.
The invention has the beneficial effects that: (1) the problems of shrinkage deformation and irregular cracks generated between the filler wall and the shear wall due to different materials are effectively solved; (2) the damage to the wall bodies at two ends caused by impact can be reduced; (3) the thickness of the cast wall is thinner, the weight is lighter than that of a block wall, and the seismic performance is obviously superior to that of the construction process of the original aerated block masonry wall; (4) the construction progress is accelerated, and meanwhile, the labor and material cost increased by secondary masonry construction is reduced; meanwhile, a major pollution source of construction site dust pollution caused by masonry material cutting and mortar plastering is avoided.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged view of a portion of the present invention;
FIG. 3 is a first cross-sectional view of the present invention;
FIG. 4 is a second cross-sectional view of the present invention;
FIG. 5 is a schematic view of the construction of the first shaft female angle member of the present invention;
fig. 6 is a schematic structural view of the first shaft female angle member of the present invention.
In the figure: the cast-in-place wall body 1, the bealock wall 1.1, the shear wall 1.2, the frame beam 1.3, the template 2, the bottom plate 3, the wood wool board 4, the pouring hole 4.1, the bidirectional reinforcing mesh 5 and the internal corner piece 6.
Detailed Description
The invention is further described with reference to the following figures and specific embodiments.
Example 1:
as shown in fig. 1, fig. 2, fig. 3 and fig. 4, the cast-in-place wall structure of the bealock comprises a cast-in-place wall body 1, a template 2 and a bottom plate 3, wherein the cast-in-place wall body 1 and the template 2 are arranged above the bottom plate 3, and the cast-in-place wall body 1 is arranged in the template 2; cast-in-place wall body 1 is equipped with wood wool board 4 including bealock wall 1.1, shear force wall 1.2 and framed roof beam 1.3 between bealock wall 1.1 and the shear force wall 1.2, be equipped with wood wool board 4 between bealock wall 1.1 and framed roof beam 1.3, and wood wool board 4 is fixed with template 2, is equipped with on the wood wool board 4 between bealock wall 1.1 and framed roof beam 1.3 and pours hole 4.1. A single-layer bidirectional reinforcing mesh 5 is arranged in the bealock wall 1.1, and the end of the bidirectional reinforcing mesh 5 penetrates through the wood wool board 4 and is bound and connected with the shear wall 1.2 and the main reinforcements in the top frame beam 1.3. As shown in fig. 3, the thickness of the bealock wall 1.1 is less than the thickness of the shear wall 1.2. And the template 2 on the bealock wall 1.1 is fixedly connected with the template 2 on the shear wall 1.2 through a negative corner piece 6. The thickness of the bealock wall 1.1 is smaller than that of the frame beam 1.3. The template 2 on the bealock wall 1.1 is fixedly connected with the template 2 on the frame beam 1.3 through a negative corner piece 6.
The application of the cast-in-situ wall structure with the dumb opening effectively solves the problems of shrinkage deformation and irregular cracks generated between the filler wall and the shear wall 1.2 due to different materials. Even if the bealock wall 1.1 and the shear walls 1.2 at the two ends are deformed due to the impact of an external force, the wood wool board 4 is a flexible material due to the existence of the wood wool boards 4 at the peripheries of the two walls, has certain impact resistance, and can reduce the damage to the walls at the two ends caused by the impact to the maximum extent. And the wall body and the main structure are cast and molded together, secondary plastering treatment is not needed on the surface, the construction progress is accelerated, and meanwhile, the labor and material cost increased by secondary masonry construction is reduced. Meanwhile, a major pollution source of construction site dust pollution caused by masonry material cutting and mortar plastering is avoided. In conclusion, the new technology of the bealock wall is more convenient to apply, higher in safety, higher in economical efficiency, higher in construction speed and better in environmental protection performance. Because the periphery of the bealock and the frame beam 1.3 adopt an aluminum template construction process, the thickness of the wall body around the bealock is 200mm, the thickness of the cast-in-situ wall in the bealock is 100mm, and a 100mm fall exists between the thicknesses of the wall bodies. In order to ensure that the cast-in-place wall formwork 2 in the opening is integrally connected with the wall aluminum formworks 2 at the periphery in one step, 2 aluminum formwork corner pieces of special specifications and the original shear wall 1.2 large-face aluminum formwork 2 are respectively fixed on two sides of a wood wool board 4 by respectively arranging 2 aluminum formwork corner pieces of special specifications and the original shear wall 1.2 large-face aluminum formwork 2 in consideration of later-stage decoration requirements (decoration requirements are that a filler wall is arranged under two conditions, and one side of the other parallel and level shear wall 1.2 is arranged between two sides, so that the cast-in-place wall formwork and the shear wall 1.2 large-face aluminum formwork 2 have two fall conditions of 50mm or 100 mm).
Example 2:
a construction method of a bealock cast-in-situ wall adopts the bealock cast-in-situ wall structure, and comprises the following steps:
a. and (3) steel bar bundling: binding steel bars at the position where the cast-in-place wall body 1 needs to be poured, and meanwhile, placing the wood-wool board 4 at a set position; when reinforcing steel bars are bound, a single-layer bidirectional reinforcing steel bar net piece 5 is adopted in a bealock wall 1.1, the end of the reinforcing steel bar net piece in the bealock wall 1.1 penetrates through a wood wire plate 4 contacted with the periphery of the wall body, and the reinforcing steel bars are inserted into shear walls 1.2 at two ends and a top frame beam 1.3 to be bound and connected with structural main reinforcing steel bars;
b. fixing the template: fixing a template 2 at the outer side of a cast-in-place wall body 1 to be poured, and fixing a wood wool board 4 on the template 2;
c. pouring in layers: pouring a bealock wall 1.1 and a shear wall 1.2 in the template 2, and then pouring a frame beam 1.3; when the puerto wall 1.1 is poured, the pouring pipe is inserted into a pouring hole 4.1 on the wood-wool board 4 for pouring, and simultaneously, the outer side of the template 2 is slightly touched and vibrated; after the pouring is finished, inserting the wood-wool board into the pouring hole
d. Removing the template: and (4) removing the template 2 after the concrete is solidified.
The application of the construction method of the cast-in-situ wall with the dumb opening effectively solves the problems of shrinkage deformation and irregular cracks generated between the filler wall and the shear wall 1.2 due to different materials. Even if the bealock wall 1.1 and the shear walls 1.2 at the two ends are deformed due to the impact of an external force, the wood wool board 4 is a flexible material due to the existence of the wood wool boards 4 at the peripheries of the two walls, has certain impact resistance, and can reduce the damage to the walls at the two ends caused by the impact to the maximum extent. In addition, because the steel bars in the bealock wall 1.1 are bound and connected with the steel frame in the original structure wall beam, concrete is integrally poured and formed, and because the thickness of the poured wall is thinner, the quality is lighter than that of a block wall, and the construction process of the bealock masonry wall is obviously superior to that of the original aerated block masonry wall in terms of anti-seismic performance. And the wall body and the main structure are cast and molded together, secondary plastering treatment is not needed on the surface, the construction progress is accelerated, and meanwhile, the labor and material cost increased by secondary masonry construction is reduced. Meanwhile, a major pollution source of construction site dust pollution caused by masonry material cutting and mortar plastering is avoided. In conclusion, the new technology of the bealock wall is more convenient to apply and construct, higher in safety, higher in economical efficiency, higher in construction speed and better in environmental protection performance.
The invention has the beneficial effects that: (1) the problems of shrinkage deformation and irregular cracks generated between the filler wall and the shear wall due to different materials are effectively solved; (2) the damage to the wall bodies at two ends caused by impact can be reduced; (3) the thickness of the cast wall is thinner, the weight is lighter than that of a block wall, and the seismic performance is obviously superior to that of the construction process of the original aerated block masonry wall; (4) the construction progress is accelerated, and meanwhile, the labor and material cost increased by secondary masonry construction is reduced; meanwhile, a major pollution source of construction site dust pollution caused by masonry material cutting and mortar plastering is avoided.
Claims (10)
1. A cast-in-situ wall structure of a bealock hole is characterized by comprising a cast-in-situ wall body, a template and a bottom plate, wherein the cast-in-situ wall body and the template are arranged above the bottom plate, and the cast-in-situ wall body is arranged in the template; the cast-in-place wall body comprises a bealock wall, a shear wall and a frame beam, a wood wool board is arranged between the bealock wall and the shear wall, the wood wool board is arranged between the bealock wall and the frame beam, the wood wool board is fixed with the template, and a pouring hole is formed in the wood wool board between the bealock wall and the frame beam.
2. The cast-in-situ wall structure of a bealock cave according to claim 1, wherein a bidirectional reinforcing mesh is arranged in the bealock cave wall.
3. The bealock cast-in-situ wall structure according to claim 1, wherein the ends of the bidirectional reinforcing mesh pass through the wood-wool board and are bound and connected with the shear wall and the main reinforcements in the top frame beam.
4. The cast-in-situ wall structure of the bealock according to claim 1, 2 or 3, wherein the thickness of the bealock wall is smaller than that of the shear wall.
5. The bealock cast-in-situ wall structure according to claim 4, wherein the template on the bealock wall is fixedly connected with the template on the shear wall through a female corner piece.
6. The cast-in-situ wall structure of a bealock according to claim 1, 2 or 3, wherein the thickness of the bealock wall is smaller than that of the frame beam.
7. The cast-in-situ wall structure of a bealock cave according to claim 6, wherein the template on the bealock cave is fixedly connected with the template on the frame beam through a negative corner piece.
8. A construction method of a bealock cast-in-situ wall, which adopts the bealock cast-in-situ wall structure of any one of claims 1 to 7, and is characterized by comprising the following steps:
a. and (3) steel bar bundling: binding steel bars at the position where a cast-in-place wall body needs to be poured, and meanwhile, placing the wood-wool board at a set position;
b. fixing the template: fixing a template on the outer side of the cast-in-place wall to be poured, and fixing the wood-wool board on the template;
c. pouring in layers: pouring a bealock wall and a shear wall in the template, and then pouring a frame beam;
d. removing the template: and (4) removing the template after the concrete is solidified.
9. The construction method of the bealock cast-in-place wall according to claim 8, wherein when the bealock wall is poured, the pouring pipe is inserted into a pouring hole in a wood wool board for pouring, and meanwhile, slight sounding vibration is carried out on the outer side of the template.
10. The construction method of the bealock hole cast-in-place wall according to claim 8, characterized in that when reinforcing steel bars are bound, bidirectional reinforcing steel bar mesh sheets are adopted in the bealock wall, the ends of the reinforcing steel bar mesh sheets in the bealock wall penetrate through the wood wool boards contacted with the periphery of the wall body, and reinforcing steel bars are inserted into the shear walls at the two ends and the top frame beam to be bound and connected with the structural main reinforcing steel bars.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202011510513.9A CN114525924A (en) | 2020-12-18 | 2020-12-18 | Bealock cast-in-situ wall structure and construction method |
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| CN202011510513.9A CN114525924A (en) | 2020-12-18 | 2020-12-18 | Bealock cast-in-situ wall structure and construction method |
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| CN212001742U (en) * | 2020-02-28 | 2020-11-24 | 浙江亚厦装饰股份有限公司 | Invisible puerto |
| CN214329455U (en) * | 2020-12-18 | 2021-10-01 | 新疆苏中建设工程有限公司 | Bealock hole cast-in-situ wall structure |
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2020
- 2020-12-18 CN CN202011510513.9A patent/CN114525924A/en active Pending
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| CN105926807A (en) * | 2016-06-06 | 2016-09-07 | 河北建筑工程学院 | Cast-in-situ integral type concrete frame infilled wall system and construction method thereof |
| CN207959612U (en) * | 2018-03-16 | 2018-10-12 | 赵金明 | A kind of frame, shear wall cast-in-place structural fill wall with assembled light |
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