CN117702926A - Wall double-sided embedded part and construction method - Google Patents
Wall double-sided embedded part and construction method Download PDFInfo
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- CN117702926A CN117702926A CN202311688550.2A CN202311688550A CN117702926A CN 117702926 A CN117702926 A CN 117702926A CN 202311688550 A CN202311688550 A CN 202311688550A CN 117702926 A CN117702926 A CN 117702926A
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- 238000010276 construction Methods 0.000 title claims abstract description 29
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 138
- 239000010959 steel Substances 0.000 claims abstract description 138
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 35
- 238000003466 welding Methods 0.000 claims description 25
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 21
- 230000002787 reinforcement Effects 0.000 claims description 13
- 229910000746 Structural steel Inorganic materials 0.000 claims description 3
- 238000009434 installation Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 230000006978 adaptation Effects 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
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Abstract
The invention discloses a wall double-sided embedded part and a construction method, which belong to the technical field of embedded parts and comprise a front pull plate, a back pull plate, anchor bars, vertical reinforcing section steel, a section steel embedded body, a pouring body and a transverse support body; steel corbels are arranged on the front pull plates; the vertical reinforced section steel is arranged on the section steel embedded body; the back pulling plate is provided with a plurality of layers of anchor bars, and the end parts of the plurality of layers of anchor bars, which deviate from the back pulling plate, are connected with the front pulling plate; at least one transverse support body is connected between the vertical reinforcing section steel and one layer of anchor bars; the pouring body is positioned at the inner side of the front pulling plate and is connected with the front pulling plate in a pouring forming mode; utilize the body of pouring to realize the connection of front arm-tie and waiting to pour the wall body, can guarantee the steel corbel at waiting to pour the dimensional requirement of wall body thickness direction, can avoid using too thick front arm-tie simultaneously, in addition, adopt the connection of the body of pouring can reduce the construction degree of difficulty of built-in fitting, improve the precision, guarantee the stability of front arm-tie.
Description
Technical Field
The invention belongs to the technical field of embedded parts, and particularly relates to a wall double-sided embedded part and a construction method.
Background
In the construction process of the nuclear power station, a plurality of components are required to be installed on the embedded part to ensure the stability and the installation accuracy of the components, so that the types and the number of the embedded parts of the nuclear power station are very large, and the stability and the installation accuracy of the embedded part directly influence the accuracy and the progress of the whole construction.
The prior double-sided steel plate embedded part has the advantages that the front pulling plate is connected with the steel member, the back pulling plate and the anchor bars play a role in anchoring together, and most of the double-sided steel plate embedded parts adopt a threaded connection mode or an integral welding mode, so that the double-sided steel plate embedded part is difficult to install in place at one time and has low precision; in addition, since the design position of the component protrudes far from the wall, the thickness of the front pull plate needs to be increased, so that the component of the front pull plate can be ensured to be at the design position.
Disclosure of Invention
The invention aims to overcome the defects in the prior art and provides a wall double-sided embedded part and a construction method, wherein the embedded part is good in stability and high in construction precision.
The invention provides the following technical scheme:
in a first aspect, a wall body double-sided embedded part is provided, which comprises a front pull plate, a back pull plate, anchor bars, vertical reinforcing section steel, a section steel embedded body, a pouring body and a transverse supporting body; the front pull plate is provided with steel corbels for connecting other components; the vertical reinforcement section steel is arranged on the section steel embedded body so as to be connected with the lower wall body; the back pulling plate is provided with a plurality of layers of anchor bars distributed along the length direction of the vertical reinforcing section steel, and the end parts of the anchor bars, which deviate from the back pulling plate, are connected with the front pulling plate; at least one transverse support body is connected between the vertical reinforcing section steel and one layer of anchor bars; the distance between the front pull plate and the back pull plate is larger than the design thickness of the wall to be poured; the pouring body is positioned at the inner side of the front pulling plate and is connected with the front pulling plate in a pouring forming mode, so that the front pulling plate is connected with a wall to be poured through the pouring body.
Optionally, the vertical reinforcement section steel is distributed in four rectangular shapes; at least one layer of transverse supporting bodies is arranged, two transverse supporting bodies positioned on the same layer are arranged, and the two transverse supporting bodies are distributed in parallel in the axial direction of the anchor bar.
Optionally, the longitudinal section of the transverse support body is a C-shaped square groove, and a pair of right-angle sides of the C-shaped square groove are respectively connected with the vertical reinforcing section steel and one layer of anchor bars; the transverse support body is a section steel.
Optionally, a plurality of transverse reinforcing steel bars are also connected between the vertical reinforcing section steel and the other layer of anchor bars; the extending direction of the transverse reinforcing steel bars is consistent with the extending direction of the transverse supporting body.
Optionally, the horizontal reinforcement bar is connected with vertical reinforcement shaped steel and anchor bar through the ligature or welded connection, the horizontal reinforcement bar is connected the one deck of the embedded body of shaped steel that is furthest away from in the multilayer anchor bar, the one deck of the embedded body of shaped steel that is closest to in the multilayer anchor bar is connected to the horizontal supporter.
Optionally, further comprising a support assembly; the support assembly comprises connecting steel bars and horizontal steel bars; the horizontal steel bars are multiple and are divided into at least two layers along the length direction of the vertical reinforced section steel; the horizontal steel bars positioned on the same layer are enclosed in the horizontal direction and are connected with the vertical reinforced section steel; the connecting steel bars are in cross connection between two adjacent horizontal steel bars, and the end parts of the connecting steel bars are inserted into right-angle corners formed between the horizontal steel bars and the vertical reinforcing section steel.
In a second aspect, a construction method of a wall body double-sided embedded part is provided, and based on any one of the double-sided embedded parts in the first aspect, the construction method includes:
installing the vertical reinforced section steel on a section steel embedded body which is embedded in the lower wall body;
arranging and welding a plurality of anchor bars on a back pulling plate according to design requirements, welding a transverse supporting body on the vertical reinforced section steel, wherein the mounting top elevation of a C-shaped square groove at the upper part of the transverse supporting body is the bottom elevation of one layer of anchor bars closest to the section steel embedded body;
pouring the wall body by utilizing a front pouring template and a back pouring template of the wall body to be poured, so that vertical reinforced section steel and anchor bars positioned on the inner side of the front pouring template are poured in the wall body;
after the wall to be poured meets the design requirement, removing the front pouring template and the back pouring template, welding a front pulling plate at the other end of the anchor bar, and welding a steel bracket on the front pulling plate;
installing a horizontal pouring auxiliary template of the pouring body between the front pulling plate and the poured wall body so as to realize pouring forming of the pouring body;
and after the hardness of the casting body meets the design requirement, dismantling the horizontal casting auxiliary template to finish the construction of the embedded part.
Optionally, when the front pulling plate is welded at the other end of the anchor bar, in-situ perforation plug welding is adopted.
Optionally, the double-sided embedded part comprises a transverse reinforcing steel bar;
before the front pouring template and the back pouring template of the wall to be poured are utilized to pour the wall, the transverse reinforcing steel bars are installed on the vertical reinforcing section steel and a layer of anchor bars farthest from the section steel embedded body in a binding connection or welding mode.
Optionally, when the number of layers of anchor bars is greater than two, the anchor bars positioned in the middle layer are arranged on the structural steel bars of the wall body to be poured in a welding or binding connection mode.
Compared with the prior art, the invention has the beneficial effects that:
(1) The invention provides a double-sided embedded part of a wall body, wherein a front pull plate and a back pull plate are both protruded out of the wall body to be poured, a pouring body is arranged between the front pull plate and the wall body to be poured, the front pull plate and the wall body to be poured are connected by utilizing the pouring body, the size requirement of a steel bracket in the thickness direction of the wall body to be poured can be ensured, meanwhile, the excessively thick front pull plate can be avoided, in addition, the construction difficulty of the embedded part can be reduced by adopting the connection of the pouring body, the precision is improved, and the stability of the front pull plate is ensured.
(2) The mode that adopts horizontal supporter and horizontal reinforcement bar to mix and use can enough guarantee the bulk strength of built-in fitting, can save the cost simultaneously to the adaptation nuclear power station and other very high application scenario of requirement.
(3) The invention provides a construction method of a wall double-sided embedded part, which can be used for completing the construction of the double-sided embedded part with simple operation, can meet the design precision requirement, and simultaneously improves the work efficiency and ensures the quality.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
fig. 2 is a schematic view of the structure in the direction A-A in fig. 1.
Marked in the figure as: 100 is a wall body to be poured, 1 is a front pulling plate, 2 is a back pulling plate, 3 is an anchor bar, 4 is vertical reinforcing section steel, 5 is a section steel embedded body, 6 is a pouring body, 7 is a transverse supporting body, 8 is transverse reinforcing steel bars, 9 is connecting steel bars, 10 is horizontal steel bars, and 11 is a steel bracket.
Detailed Description
The invention will now be described in further detail with reference to the accompanying drawings.
It should be noted that the terms like "upper", "lower", "left", "right", "front", "rear", and the like are also used for descriptive purposes only and are not intended to limit the scope of the invention in which the invention may be practiced, but rather the relative relationship of the terms may be altered or modified without materially altering the teachings of the invention.
Embodiment 1,
Referring to fig. 1 and 2, a wall body double-sided embedded part is provided, which comprises a front pull plate 1, a back pull plate 2, anchor bars 3, vertical reinforcing section steel 4, a section steel embedded body 5, a pouring body 6 and a transverse supporting body 7.
The vertical reinforced section steel 4 is arranged on the section steel embedded body 5 so as to be connected with the lower wall, the section steel embedded body 5 is embedded in the pouring process of the lower wall, and the number and the positions of the section steel embedded bodies 5 are usually determined according to design requirements; the structure of the vertical reinforced section steel 4 is strip-shaped; the steel corbel 11 for connecting other components is arranged on the front pull plate 1, and the structure of the steel corbel 11 can be adjusted according to actual use requirements; of course, the back pulling plate 2 can be installed and connected with other components according to the requirements.
The back pulling plate 2 is provided with a plurality of layers of anchor bars 3 distributed along the length direction of the vertical reinforcing section steel 4, and the end parts of the anchor bars 3, which deviate from the back pulling plate 2, are connected with the front pulling plate 1; as an alternative, the back pulling plate 2 is provided with a plurality of layers of penetrating holes distributed along the length direction of the vertical reinforced steel section 4 for connecting one ends of a plurality of anchor bars 3, and the other ends of the plurality of anchor bars 3 are connected with the front pulling plate 1, namely, the front pulling plate 1 and the back pulling plate 2 are fixed through the plurality of anchor bars 3; at least one transverse supporting body 7 is connected between the vertical reinforcing section steel 4 and one layer of anchor bars 3, namely, the length extending direction of the transverse supporting body 7 and the axial direction of the anchor bars 3 are mutually perpendicular on the horizontal plane, and the transverse supporting body 7 can be connected with a plurality of the vertical reinforcing section steel 4 and one layer of anchor bars 3, so that the integral strength of the embedded part is ensured.
The distance between the front pull plate 1 and the back pull plate 2 is larger than the design thickness of the wall 100 to be poured, namely, the front pull plate 1 and the back pull plate 2 extend out of the wall 100 to be poured; the pouring body 6 is positioned at the inner side of the front pulling plate 1 and is connected with the front pulling plate 1 in a pouring forming mode, so that the front pulling plate 1 is connected with the wall 100 to be poured through the pouring body 6, namely, the wall 100 to be poured and the pouring body 6 need to be poured and formed twice, and after the wall 100 to be poured is poured, the wall 100 to be poured is formed once again, and the front pulling plate 1 is connected with the wall 100 to be poured; the connection of the front pull plate 1 and the wall body 100 to be poured is realized by utilizing the pouring body 6, the size requirement of the steel corbel 11 in the thickness direction of the wall body 100 to be poured can be ensured, meanwhile, the excessively thick front pull plate 1 can be avoided, in addition, the construction difficulty of an embedded part can be reduced by adopting the connection of the pouring body 6, the precision is improved, and the stability of the front pull plate 1 is ensured.
Specifically, the number of the vertical reinforcement section steel 4 is four and the vertical reinforcement section steel is distributed in a rectangular shape; at least one layer of transverse supporting bodies 7 is arranged, two transverse supporting bodies 7 positioned on the same layer are arranged in parallel in the axial direction of the anchor bar 3, one transverse supporting body 7 is connected with two of the vertical reinforcing section steel 4, and the other transverse supporting body 7 is connected with the other two vertical reinforcing section steel 4; the longitudinal section of the transverse support body 7 is a C-shaped square groove, and a pair of right-angle sides of the C-shaped square groove are respectively connected with the vertical reinforcing section steel 4 and one layer of anchor bars 3; the transverse supports 7 are able to connect all the anchors 3 of the same layer.
In some other embodiments, the number of layers of the transverse support 7 may be the same as the number of layers of the anchor bars 3; when the number of layers of the transverse supporting body 7 is only one layer or less than that of the anchor bars 3, a plurality of transverse reinforcing steel bars 8 are further connected between the vertical reinforcing section steel 4 and the other anchor bar 3; the extending direction of the transverse reinforcing steel bars 8 is consistent with the extending direction of the transverse supporting body 7; the transverse reinforcing steel bars 8 are connected with the vertical reinforcing steel bars 4 and the anchor bars 3 through binding or welding, the transverse reinforcing steel bars 8 are connected with one layer of the multi-layer anchor bars 3 which is farthest from the steel pre-buried body 5, and the transverse supporting bodies 7 are connected with one layer of the multi-layer anchor bars 3 which is closest to the steel pre-buried body 5; the transverse supporting body 7 is formed steel, and the mode that the transverse supporting body 7 and the transverse reinforcing steel bars 8 are used in a mixed mode can ensure the integral strength of the embedded part and save cost.
In some other embodiments, a support assembly is also included; the supporting component is positioned between the anchor bar 3 and the profile steel embedded body 5; the support assembly comprises connecting steel bars 9 and horizontal steel bars 10; the number of the horizontal steel bars 10 is multiple, and the horizontal steel bars are divided into at least two layers along the length direction of the vertical reinforced section steel 4; the horizontal steel bars 10 positioned on the same layer are enclosed in the horizontal direction and connected with the vertical reinforcing section steel 4, namely, in the cross section direction, the horizontal steel bars 10 and the vertical reinforcing section steel 4 form a closed rectangular structure; a plurality of connecting bar 9 cross connection is between two adjacent horizontal steel bars 10, and in the tip of connecting bar 9 inserts the right angle corner that forms between horizontal steel bar 10 and the vertical reinforcement shaped steel 4, connecting bar 9 forms alternately scissors formula structure promptly, and the setting of connecting bar 9 and horizontal steel bar 10 can further improve the stability of vertical reinforcement shaped steel 4.
Specifically, the vertical reinforcement shaped steel 4, the front pulling plate 1, the anchor bars 3 and the transverse supporting body 7 are all connected on the construction site of the embedded part, and when the embedded part is processed, all parts are respectively processed, so that the installation difficulty is reduced.
Embodiment II,
The construction method of the wall double-sided embedded part comprises the following steps:
s1: and installing the vertical reinforced section steel 4 on a section steel embedded body 5 which is embedded in the lower wall body.
The profile steel embedded body 5 is directly connected with the embedded part in a welding mode.
S2: and arranging and welding a plurality of anchor bars 3 on the back pulling plate 2 according to design requirements, welding a transverse supporting body 7 on the vertical reinforced section steel 4, wherein the installation top elevation of a C-shaped square groove at the upper part of the transverse supporting body 7 is the bottom elevation of one layer of anchor bars 3 closest to the section steel embedded body 5.
When the anchor bar 3 is welded to the back side pulling plate 2, the anchor bar 3 may be threaded through the back side pulling plate 2 as required by the application, and then the rib may be removed.
When the double-sided embedded part comprises a transverse reinforcing steel bar 8, the transverse reinforcing steel bar 8 connects the vertical reinforcing section steel 4 with the other layer of anchor bars 3; before the wall body is poured by utilizing the front pouring template and the back pouring template of the wall body 100 to be poured, installing the transverse reinforcing steel bars 8 on the vertical reinforcing section steel 4 and the layer of anchor bars 3 furthest from the section steel embedded body 5 in a binding connection or welding mode; when the number of layers of the anchor bars 3 is greater than two, the anchor bars 3 positioned in the middle layer are arranged on the structural steel bars of the wall body 100 to be poured in a welding or binding connection mode.
When the double-sided embedded part comprises a supporting component, the horizontal steel bars 10 are welded on the vertical reinforcing section steel 4, and the connecting steel bars 9 are welded on the horizontal steel bars 10 and the vertical reinforcing section steel 4 in a pairwise crossing mode.
S3: and pouring the wall body by utilizing the front pouring template and the back pouring template of the wall body 100 to be poured, so that the vertical reinforced section steel 4 and the anchor bars 3 positioned on the inner side of the front pouring template are poured in the wall body.
When the wall is poured, the steel bars of the wall are ensured to be bound.
S4: and after the thickness of the concrete of the wall body 100 to be poured meets the design requirement, removing the front pouring template and the back pouring template, welding the front pulling plate 1 at the other end of the anchor bar 3, and welding the steel corbel 11 on the front pulling plate 1.
Specifically, when the front pulling plate 1 is welded at the other end of the anchor bar 3, spot perforation plug welding is adopted.
In order to match the embedded part structure, the back pouring template is provided with holes matched with the back pulling plate 2 in size on the back pulling plate 2, namely the back pouring plate and the back pulling plate 2 can realize back limiting of the wall 100 to be poured after being matched; the front pouring template is provided with holes at the positions of the anchor bars 3, namely, the front pouring template can move along the axial direction of the anchor bars 3, so that the front limit of the wall body 100 to be poured is realized; the front pouring template and the back pouring template of the wall body 100 to be poured can be set according to the prior art, and limit components in other directions can be added to the wall body 100 to be poured in the pouring process.
S5: installing the horizontal pouring auxiliary template of the pouring body 6 between the front pulling plate 1 and the poured wall body so as to realize the pouring forming of the pouring body 6, namely, under the limit of the horizontal pouring auxiliary template and the front pulling plate 1, the forming of the pouring body 6 is realized, the side of the pouring body 6, which is away from the front pulling plate 1, is directly contacted with the poured wall body, and the pouring body 6 can realize the connection of the front pulling plate 1 and the wall body 100 to be poured due to the flowability and viscosity of the pouring material of the pouring body 6, and the pouring forming material and process can refer to the prior art.
S6: and after the hardness of the pouring body 6 meets the design requirement, dismantling the horizontal pouring auxiliary template to finish the construction of the embedded part.
The construction by adopting the process can ensure that the whole construction is simple, and the construction progress of the embedded part can be ensured, thereby ensuring the precision of subsequent installation; through mass installation and measurement on site, the embedded part with the construction method and the structure can enable the surface of the front pull plate 1 to be polished to have a flatness tolerance of 1.5mm; the distance error between the embedded anchor bars 3 is not more than +/-2 mm; the allowable deviation of the elevation of the embedded part is +/-3 mm, the verticality is less than or equal to 3mm, and the allowable deviation is superior to national standard requirements of the field in the stage.
The above is only a preferred embodiment of the present invention, and the protection scope of the present invention is not limited to the above examples, and all technical solutions belonging to the concept of the present invention belong to the protection scope of the present invention. It should be noted that modifications and adaptations to the invention without departing from the principles thereof are intended to be within the scope of the invention as set forth in the following claims.
Claims (10)
1. The double-sided embedded part of the wall body is characterized by comprising a front pull plate (1), a back pull plate (2), anchor bars (3), vertical reinforcing section steel (4), a section steel embedded body (5), a pouring body (6) and a transverse support body (7); the front pull plate (1) is provided with steel corbels (11) for connecting other components; the vertical reinforcement profile steel (4) is arranged on the profile steel embedded body (5) so as to be connected with the lower wall body; the back pulling plate (2) is provided with a plurality of layers of anchor bars (3) distributed along the length direction of the vertical reinforcing section steel (4), and the end parts of the anchor bars (3) deviating from the back pulling plate (2) are connected with the front pulling plate (1); at least one transverse supporting body (7) is connected between the vertical reinforcing section steel (4) and one layer of anchor bars (3); the distance between the front pull plate (1) and the back pull plate (2) is larger than the design thickness of the wall body (100) to be poured; the pouring body (6) is positioned at the inner side of the front pulling plate (1) and is connected with the front pulling plate (1) in a pouring forming mode, so that the front pulling plate (1) is connected with a wall body (100) to be poured through the pouring body (6).
2. The wall double-sided embedded part according to claim 1, wherein the vertical reinforcing section steel (4) is distributed in four rectangular shapes; at least one layer of transverse supporting bodies (7) is arranged, two transverse supporting bodies (7) positioned on the same layer are arranged, and the two transverse supporting bodies (7) are distributed in parallel in the axial direction of the anchor bar (3).
3. The wall double-sided embedded part according to claim 2, wherein the longitudinal section of the transverse supporting body (7) is a C-shaped square groove, and a pair of right-angle sides of the C-shaped square groove are respectively connected with the vertical reinforcing section steel (4) and a layer of anchor bars (3);
the transverse support body (7) is a section steel.
4. The wall double-sided embedded part according to claim 1, wherein a plurality of transverse reinforcing steel bars (8) are further connected between the vertical reinforcing section steel (4) and the other layer of anchor bars (3); the extending direction of the transverse reinforcing steel bars (8) is consistent with the extending direction of the transverse supporting body (7).
5. The wall double-sided embedded part according to claim 4, wherein the transverse reinforcing steel bars (8) are connected with the vertical reinforcing steel bars (4) and the anchor bars (3) through binding or welding, the transverse reinforcing steel bars (8) are connected with one layer of the multi-layer anchor bars (3) which is farthest from the steel pre-embedded body (5), and the transverse supporting body (7) is connected with one layer of the multi-layer anchor bars (3) which is closest to the steel pre-embedded body (5).
6. The wall duplex embedment of claim 1, further comprising a support assembly; the support assembly comprises connecting steel bars (9) and horizontal steel bars (10); the number of the horizontal steel bars (10) is multiple, and the horizontal steel bars are divided into at least two layers along the length direction of the vertical reinforcing section steel (4); the horizontal steel bars (10) positioned on the same layer are enclosed in the horizontal direction and are connected with the vertical reinforcing section steel (4); the connecting steel bars (9) are connected between two adjacent horizontal steel bars (10) in a cross mode, and the end portions of the connecting steel bars (9) are inserted into right-angle corners formed between the horizontal steel bars (10) and the vertical reinforcing section steel (4).
7. A construction method of a wall double-sided embedded part, characterized in that the construction method comprises the following steps based on the double-sided embedded part of any one of the claims 1-6:
the vertical reinforcement profile steel (4) is arranged on a profile steel embedded body (5) which is embedded in the lower wall body;
arranging and welding a plurality of anchor bars (3) on a back pulling plate (2) according to design requirements, welding a transverse supporting body (7) on a vertical reinforced section steel (4), wherein the mounting top elevation of a C-shaped square groove at the upper part of the transverse supporting body (7) is the bottom elevation of one layer of anchor bars (3) closest to a section steel embedded body (5);
pouring the wall body by utilizing a front pouring template and a back pouring template of the wall body (100) to be poured, so that vertical reinforcing section steel (4) and anchor bars (3) positioned on the inner side of the front pouring template are poured in the wall body;
after the wall body (100) to be poured meets the design requirement, removing the front pouring template and the back pouring template, welding the front pulling plate (1) at the other end of the anchor bar (3), and welding the steel corbel (11) on the front pulling plate (1);
installing a horizontal pouring auxiliary template of the pouring body (6) between the front pulling plate (1) and the poured wall body so as to realize pouring forming of the pouring body (6);
and after the hardness of the pouring body (6) meets the design requirement, removing the horizontal pouring auxiliary template to finish the construction of the embedded part.
8. The construction method of the wall double-sided embedded part according to claim 7, wherein when the front pulling plate (1) is welded at the other end of the anchor bar (3), field perforation plug welding is adopted.
9. The construction method of the wall double-sided embedded part according to claim 7, wherein the double-sided embedded part comprises transverse reinforcing steel bars (8);
before the front pouring template and the back pouring template of the wall body (100) to be poured are utilized to pour the wall body, the transverse reinforcing steel bars (8) are installed on the vertical reinforcing section steel (4) and the layer of anchor bars (3) farthest from the section steel embedded body (5) in a binding connection or welding mode.
10. The construction method of the wall double-sided embedded part according to claim 7, wherein when the number of layers of the anchor bars (3) is greater than two, the anchor bars (3) positioned in the middle layer are arranged on the structural steel bars of the wall (100) to be poured by welding or binding connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN202311688550.2A CN117702926A (en) | 2023-12-11 | 2023-12-11 | Wall double-sided embedded part and construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311688550.2A CN117702926A (en) | 2023-12-11 | 2023-12-11 | Wall double-sided embedded part and construction method |
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| CN117702926A true CN117702926A (en) | 2024-03-15 |
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| CN202311688550.2A Pending CN117702926A (en) | 2023-12-11 | 2023-12-11 | Wall double-sided embedded part and construction method |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DK22275A (en) * | 1974-01-25 | 1975-10-13 | Saint Gobain | |
| CN202689191U (en) * | 2012-07-11 | 2013-01-23 | 中国核工业华兴建设有限公司 | Embedded part mounting support structure for nuclear power station wall |
| CN106049705A (en) * | 2016-08-03 | 2016-10-26 | 杭州江润科技有限公司 | Reinforced concrete and external composite thermal insulation wall integral casting molding structure and construction method |
| CN211341789U (en) * | 2019-10-12 | 2020-08-25 | 中国核工业华兴建设有限公司 | Wall form reinforcing tool |
-
2023
- 2023-12-11 CN CN202311688550.2A patent/CN117702926A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DK22275A (en) * | 1974-01-25 | 1975-10-13 | Saint Gobain | |
| CN202689191U (en) * | 2012-07-11 | 2013-01-23 | 中国核工业华兴建设有限公司 | Embedded part mounting support structure for nuclear power station wall |
| CN106049705A (en) * | 2016-08-03 | 2016-10-26 | 杭州江润科技有限公司 | Reinforced concrete and external composite thermal insulation wall integral casting molding structure and construction method |
| CN211341789U (en) * | 2019-10-12 | 2020-08-25 | 中国核工业华兴建设有限公司 | Wall form reinforcing tool |
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