CN215483772U - Large-volume concrete pouring convex-concave structure wall - Google Patents
Large-volume concrete pouring convex-concave structure wall Download PDFInfo
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- CN215483772U CN215483772U CN202121227152.7U CN202121227152U CN215483772U CN 215483772 U CN215483772 U CN 215483772U CN 202121227152 U CN202121227152 U CN 202121227152U CN 215483772 U CN215483772 U CN 215483772U
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Abstract
A large-volume concrete pouring convex-concave structure wall is formed by integrally pouring convex tenons on the upper surface of a guide wall or a continuous wall and integrally pouring concave mortises matched with the tenons in a pouring mode under a segmented pouring continuous wall or a top plate. The combination form of the tenon and the mortise changes a linear horizontal construction joint structure of a basement outer wall or a concrete cast-in-place combination position of a machine room wall body with special radiation protection requirements into a vertical broken line construction joint structure. The large-volume concrete pouring convex-concave structure wall is novel and reasonable in design. The large-volume concrete pouring convex-concave structure wall is used for the basement outer wall, the construction and the material of a guide wall water stop steel plate are omitted, the water seepage prevention capability is strong, the construction cost is reduced, and the construction speed is accelerated; the radiation-proof structure is used for machine room walls with special radiation-proof requirements, radiation penetration is prevented, radiation protection capability is high, construction and use materials of subsequent radiation-proof treatment of horizontal construction joints are omitted, construction cost is reduced, and construction speed is accelerated.
Description
Technical Field
The utility model relates to a building structure continuous wall, in particular to a large-volume concrete pouring convex-concave structure wall.
Background
The existing construction method of the basement outer wall poured by the large-volume concrete or the medical linear accelerator machine room wall with special radiation protection requirements is to pour the concrete continuous wall in sections, namely pour the continuous wall on the guide wall of the bottom plate; and pouring a top plate with a wall body part on the continuous wall. The first horizontal construction joint can appear between the guide wall and the continuous wall of the wall body structure poured by the method; and a second horizontal construction joint appears at the joint of the top end of the continuous wall and the top plate. For the basement outer wall, although the guide wall is roughened and the water stop steel plate is arranged before the concrete continuous wall is poured, the water seepage prevention effect of the formed basement outer wall is still unsatisfactory, and meanwhile, the water stop steel plate is additionally arranged, so that the labor and material input are increased, the construction speed is low, and the construction cost is high; for the wall body of the medical linear accelerator machine room with special radiation protection requirements, although the thickness of the wall body, the pouring interval time of the front section and the rear section and the scabbling are all strictly regulated and processed, the horizontal construction joint of the wall body has low radiation penetration resistance and radiation protection capability, and the engineering quality of the machine room with special radiation protection requirements is reduced.
SUMMERY OF THE UTILITY MODEL
The utility model aims to overcome the defects of traditional large-volume concrete poured basement exterior walls or poured medical linear accelerator machine room walls with special radiation protection requirements, and provides a removable water-stop steel plate for basement walls, which has strong water seepage prevention capability, can save manpower and material investment, and has high construction speed and low construction cost; the radiation-proof wall body of the machine room with special radiation-proof requirements has strong radiation-proof capability and can prevent rays from penetrating, improve the engineering quality of the machine room, save the subsequent radiation-proof treatment work of a horizontal construction joint, and realize high construction speed and low construction cost.
The object of the utility model is achieved. The utility model relates to a large-volume concrete pouring convex-concave structure wall, which comprises a guide wall of a bottom plate, a continuous wall poured on the guide wall and a top plate with a partial continuous wall body, and is characterized in that: the top end of the guide wall is provided with a guide wall tenon integrally cast with the guide wall, the bottom of the continuous wall is symmetrically provided with two continuous wall side edge convex bodies integrally cast with the continuous wall, a continuous wall mortise is formed between the two continuous wall side edge convex bodies, the guide wall tenon and the continuous wall mortise form a casting combination matching pair, the top end of the continuous wall is provided with a continuous wall tenon integrally cast with the continuous wall in total length, two top plate side edge convex bodies integrally cast with the top plate are symmetrically arranged on two sides of the casting combination part of the top plate in total length with the continuous wall, a top plate mortise is formed between the two top plate side edge convex bodies, the continuous wall tenon and the top plate mortise form a casting combination matching pair, and the tenons and the mortises among the guide wall, the continuous wall and the top plate are combined through cast-in-place concrete to form a single-peak retarding structure.
The utility model relates to a large-volume concrete pouring convex-concave structure wall, wherein the cross sections of a guide wall tenon, a continuous wall mortise, a continuous wall tenon and a top plate mortise are all rectangular at a right angle of 90 degrees.
The large-volume concrete pouring convex-concave structure wall comprises a wall body, wherein the thickness of the wall body guide tenon or the continuous wall tenon accounts for 1/3 of the total thickness of the wall body and is positioned at the central position of 1/3 of each of two sides of the wall body, and the protruding height of the wall body guide tenon or the continuous wall tenon is not less than 300 mm.
It is still another object of the present invention to provide another large volume concrete cast convex-concave structural wall of the same concept, which includes a bottom plate guide wall, a continuous wall cast on the guide wall, and a top plate with a partially continuous wall body, the another large volume concrete cast convex-concave structural wall of the present invention is characterized in that: the full length of the top end of the guide wall is symmetrically provided with two guide wall tenons integrally cast with the guide wall, a guide wall mortise is formed between the two guide wall tenons, the full length of the bottom of the continuous wall is aligned with the two guide wall tenons and is provided with two continuous wall lower mortises, a continuous wall lower tenon is formed between the two continuous wall lower tenon slots, the guide wall tenons, the guide wall mortise, the continuous wall lower mortises and the continuous wall lower tenons mutually form a pouring combination matching pair, the full length of the top end of the continuous wall is symmetrically provided with two continuous wall tenons integrally cast with the continuous wall top end, a continuous wall mortise is formed between the two continuous wall upper tenons, the full length of the bottom of the top plate is aligned with the two continuous wall tenons and is provided with two top plate mortises, a top plate tenon is formed between the two top plate mortises and the continuous wall tenon forms a pouring combination matching pair, and the tenons and the mortises among the guide wall, the continuous wall and the top plate are combined through cast-in-place concrete to form a double-peak retarding structure.
The utility model further discloses a large-volume concrete pouring convex-concave structure wall, wherein the cross sections of the guide wall tenon, the guide wall mortise, the continuous wall lower tenon groove, the continuous wall lower tenon head, the continuous wall mortise, the top plate mortise and the top plate tenon head are all in 90-degree right-angled rectangles.
Another large-volume concrete-cast convex-concave structure wall of the utility model is characterized in that the tenon of the guide wall, the continuous wall and the top plate is 600mm in single thickness, and the height of the protrusion is not less than 350 mm.
The large-volume concrete pouring convex-concave structure wall is different from the prior art in that the large-volume concrete pouring convex-concave structure wall is formed by integrally pouring convex tenons on the upper surface of a guide wall or a continuous wall and integrally pouring concave mortises which are combined with the tenons in a pouring way and matched with the tenon in a pouring way on the lower surface of a segmented poured continuous wall or a top plate. The combination form of the tenon and the mortise changes a linear horizontal construction joint structure of a basement outer wall or a concrete cast-in-place combination position of a machine room wall body with special radiation protection requirements into a vertical broken line construction joint structure. The large-volume concrete pouring convex-concave structure wall is novel and reasonable in design. The large-volume concrete pouring convex-concave structure wall is used for basement exterior walls, saves construction and materials of a guide wall water stop steel plate, has strong water seepage prevention capability, reduces construction cost and accelerates construction speed; the radiation-proof structure is used for machine room walls with special radiation-proof requirements, has strong radiation-proof and radiation-proof capabilities, saves the construction and used materials for subsequent radiation-proof treatment of horizontal construction joints, reduces the construction cost and accelerates the construction speed.
The large-volume concrete-poured convex-concave structure wall of the utility model is further explained with reference to the attached drawings.
Drawings
FIG. 1 is a schematic structural view of the cross section of a large-volume concrete pouring convex-concave structural wall.
Fig. 2 is a schematic structural diagram of a tenon and mortise model of a large-volume concrete pouring convex-concave structure wall.
Fig. 3 is a schematic cross-sectional structure of another large-volume concrete pouring convex-concave structural wall.
Fig. 4 is a schematic structural diagram of a tenon and mortise model of another large-volume concrete pouring convex-concave structural wall.
Detailed Description
The first embodiment is as follows:
as shown in fig. 1 and 2, the large-volume concrete-poured convex-concave structural wall of the utility model comprises a guide wall 1 of a bottom plate, a continuous wall 2 poured on the guide wall 1 and a top plate 3 with a partial continuous wall body, wherein a guide wall tenon 1.1 integrally poured with the guide wall 1 is arranged at the whole top end of the large-volume concrete-poured convex-concave structural wall of the utility model. Two continuous wall side edge convex bodies 2.1 which are integrally cast with the continuous wall 2 are symmetrically arranged at the whole length of the bottom of the continuous wall 2. A continuous wall mortise 2.2 is formed between the two continuous wall side convex bodies 2.1. The guide wall tenon 1.1 and the continuous wall mortise 2.2 form a pouring combination matching pair. The top end of the continuous wall 2 is provided with a continuous wall tenon 2.3 which is integrally poured with the continuous wall. Two top plate side edge convex bodies 3.1 which are integrally cast with the top plate 3 are symmetrically arranged on two sides of the pouring joint of the top plate 3 and the continuous wall 2. A top plate mortise 3.2 is formed between the two top plate side convex bodies 3.1. The continuous wall tenon 2.3 and the top board mortise 3.2 form a pouring combination matching pair. Tenons and mortises among the guide wall 1, the continuous wall 2 and the top plate 3 are combined through cast-in-place concrete to form a single-peak retarding structure.
As shown in figure 1, in the large-volume concrete pouring convex-concave structure wall, the cross sections of a guide wall tenon 1.1, a continuous wall mortise 2.2, a continuous wall tenon 2.3 and a top plate mortise 3.2 are all rectangular at 90 degrees.
As shown in fig. 1, the large-volume concrete cast convex-concave structure wall, wherein the continuous wall tenon 1.1 or the top board tenon 2.3 are positioned at the central position of 1/3 from two sides of the wall body, and the thickness of the continuous wall tenon 1.1 or the top board tenon 2.3 accounts for 1/3 of the total thickness of the wall body. The protruding height of the continuous wall tenon 1.1 or the top board tenon 2.1 is not less than 300 mm.
The large-volume concrete pouring convex-concave structure wall in the first embodiment is suitable for basement exterior walls with the wall thickness of less than or equal to 1600mm (the thickness of the building wall in the specific implementation of the utility model is 400 mm). According to the utility model, after the construction of the guide wall steel bars and the templates is completed, the templates of the tenons of the continuous wall are erected in a mold hanging mode, then the guide wall and the tenon concrete are poured simultaneously, and the construction step of the water stop steel plate of the guide wall of the outer wall of the basement is omitted.
Example two:
the utility model also provides another large-volume concrete pouring convex-concave structure wall with the same concept as shown in figures 3 and 4. Another large-volume concrete-poured convex-concave structural wall comprises a guide wall 4 with a bottom plate, a continuous wall 5 poured on the guide wall 4 and a top plate 6 with a partial continuous wall body. Two guide wall tenons 4.1 integrally cast with the guide wall 4 of the other large-volume concrete casting convex-concave structure wall are symmetrically arranged at the whole top end of the guide wall. A guide wall mortise 4.2 is formed between the two guide wall tenons 4.1. The whole length of the bottom of the continuous wall 5 is aligned with the two guide wall tenons 4.1, and two continuous wall lower mortises 5.1 are arranged. A continuous wall lower tenon 5.2 is formed between the two continuous wall lower tenon grooves 5.1. The guide wall tenon 4.1, the guide wall mortise 4.2, the continuous wall lower tenon 5.1 and the continuous wall lower tenon 5.2 mutually form a pouring combination matching pair. Two continuous wall tenons 5.3 integrally cast with the continuous wall 5 are symmetrically arranged at the whole length of the top end of the continuous wall. A continuous wall mortise 5.4 is formed between the two continuous wall falcon heads 5.3. The whole length of the bottom of the top plate 6 is aligned with two continuous wall tenons 5.3, and two top plate mortises 6.1 are arranged. A top board tenon 6.2 is formed between the two top board mortises 6.1. The continuous wall tenon 5.3, the continuous wall mortise 5.4, the top plate mortise 6.1 and the top plate tenon 6.2 form a pouring combination matching pair. The tenon and the mortise among the guide wall 3, the continuous wall 4 and the top plate 5 are combined by cast-in-place concrete to form a double-peak retarding structure.
In another large-volume concrete pouring convex-concave structure wall, as shown in fig. 3, the cross sections of the guide wall tenon 4.1, the guide wall mortise 4.2, the continuous wall lower tenon 5.1, the continuous wall lower tenon 5.2, the continuous wall tenon 5.3, the continuous wall mortise 5.4, the top plate mortise 6.1 and the top plate tenon 6.2 are all rectangular with a 90-degree right angle.
In another large-volume concrete pouring convex-concave structure wall, the thickness of each tenon of the guide wall 4, the continuous wall 5 and the top plate 6 is 600mm, and the height of each protrusion is not less than 350 mm.
The other large-volume concrete pouring convex-concave structure wall in the second embodiment is suitable for a machine room wall with the wall thickness of more than 1600mm and special radiation protection requirements (the thickness of the building wall in the specific implementation of the utility model is 3000 mm). In the implementation, after the construction of the guide wall steel bars and the templates is completed, the templates of the tenons are erected in a formwork hanging mode, then the guide wall 1 and the guide wall tenons 4.1, the continuous wall 5 and the continuous wall tenons 5.2, and the top plate 6 and the top plate tenons 6.2 are simultaneously poured with concrete and are formed in one step, and the construction step of subsequent radiation protection treatment of horizontal construction joints is omitted.
The number of the tenons can be increased according to requirements, and the larger the number is, the stronger the waterproof or radiation-proof capability is.
The above-mentioned embodiments are merely descriptions of the preferred embodiments of the present invention, and are not intended to limit the scope of the present invention, and various modifications and improvements made to the technical solutions of the present invention by those skilled in the art without departing from the spirit of the present invention are intended to fall within the protection scope defined by the claims of the present invention.
Claims (6)
1. The utility model provides a bulky concrete placement convex-concave structure wall, leads continuous wall (2) and roof (3) that have partial continuous wall body that pour above wall (1) including leading wall (1), the wall (1) of bottom plate, its characterized in that: the top end of the guide wall (1) is provided with a guide wall tenon (1.1) integrally cast with the guide wall, the bottom of the continuous wall (2) is symmetrically provided with two continuous wall side edge convex bodies (2.1) integrally cast with the continuous wall, a continuous wall mortise (2.2) is formed between the two continuous wall side edge convex bodies (2.1), the guide wall tenon (1.1) and the continuous wall mortise (2.2) form a casting combination matching pair, the top end of the continuous wall (2) is provided with a continuous wall tenon (2.3) integrally cast with the continuous wall, two top plate side edge convex bodies (3.1) integrally cast with the continuous wall (2) are symmetrically arranged at two sides of the casting combination part of the top plate (3) in the total length, a top plate mortise (3.2) is formed between the two top plate side edge convex bodies (3.1), and the continuous wall tenon (2.3) and the top plate mortise (3.2) form a casting combination matching pair, the tenon and the mortise among the guide wall (1), the continuous wall (2) and the top plate (3) are combined through cast-in-place concrete to form a single-peak retarding structure.
2. The large-volume concrete-cast convex-concave structural wall according to claim 1, wherein: the cross sections of the guide wall tenon (1.1), the continuous wall mortise (2.2), the continuous wall tenon (2.3) and the top plate mortise (3.2) are all rectangular rectangles with 90 degrees.
3. The large-volume concrete-cast convex-concave structural wall according to claim 1 or 2, wherein: the thickness of the guide wall tenon (1.1) or the continuous wall tenon (2.3) accounts for 1/3 of the total thickness of the wall body and is positioned at the center position of each 1/3 of the two sides of the wall body, and the protruding height of the guide wall tenon (1.1) or the continuous wall tenon (2.1) is not less than 300 mm.
4. Another kind of bulky concrete placement convex-concave structure wall, including bottom plate guide wall (4), guide continuous wall (5) and roof (6) that have partial continuous wall body of pouring above wall (4), its characterized in that: the full length of the top end of the guide wall (4) is symmetrically provided with two guide wall tenons (4.1) integrally cast with the guide wall, a guide wall mortise (4.2) is formed between the two guide wall tenons (4.1), the full length of the bottom of the continuous wall (5) is aligned with the two guide wall tenons (4.1) and is provided with two continuous wall lower mortises (5.1), the two continuous wall lower mortises (5.2) are formed between the two continuous wall lower mortises (5.1), the guide wall tenons (4.1), the guide wall mortise (4.2), the two continuous wall lower mortises (5.1) and the continuous wall lower mortises (5.2) form a pouring matching pair, the full length of the top end of the continuous wall (5) is symmetrically provided with the two continuous wall tenons (5.3) integrally cast with the continuous wall, a continuous mortise (5.4) is formed between the two continuous wall tenons (5.3), and two full length top plates (5.3) are arranged on the wall, a top plate tenon (6.2) is formed between the two top plate mortises (6.1), the continuous wall tenon (5.3), the continuous wall mortise (5.4), the top plate mortise (6.1) and the top plate tenon (6.2) form a pouring combination matching pair, and the tenons and the mortises among the guide wall (3), the continuous wall (4) and the top plate (5) are combined through cast-in-place concrete to form a double-peak retarding structure.
5. Another large-volume concrete-cast convex-concave structural wall according to claim 4, wherein: the cross sections of the wall guide tenon (4.1), the wall guide mortise (4.2), the continuous wall lower tenon (5.1), the continuous wall lower tenon (5.2), the continuous wall upper tenon (5.3), the continuous wall mortise (5.4), the top plate mortise (6.1) and the top plate tenon (6.2) are all 90-degree right-angled rectangles.
6. Another large-volume concrete-cast convex-concave structural wall according to claim 4 or 5, wherein: the thickness of the tenon of the guide wall (4), the continuous wall (5) and the top plate (6) is 600mm, and the height of the protrusion is not less than 350 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121227152.7U CN215483772U (en) | 2021-06-03 | 2021-06-03 | Large-volume concrete pouring convex-concave structure wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121227152.7U CN215483772U (en) | 2021-06-03 | 2021-06-03 | Large-volume concrete pouring convex-concave structure wall |
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| CN215483772U true CN215483772U (en) | 2022-01-11 |
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| CN202121227152.7U Active CN215483772U (en) | 2021-06-03 | 2021-06-03 | Large-volume concrete pouring convex-concave structure wall |
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