CN110273505B - Ring beam module, ring beam, building body and construction method - Google Patents
Ring beam module, ring beam, building body and construction method Download PDFInfo
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- CN110273505B CN110273505B CN201910646458.7A CN201910646458A CN110273505B CN 110273505 B CN110273505 B CN 110273505B CN 201910646458 A CN201910646458 A CN 201910646458A CN 110273505 B CN110273505 B CN 110273505B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/24—Elements for building-up floors, ceilings, roofs, arches, or beams
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
- E04C3/205—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members with apertured web, e.g. frameworks, trusses
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
- E04C3/22—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members built-up by elements jointed in line
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
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- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The embodiment of the invention discloses a ring beam module which is a hexahedral frame, wherein the middle parts of the top surfaces of at least two ribs on the hexahedral frame are upwards protruded to form a convex block; the positions of the bumps on the at least two ribs correspond to each other, the middle parts of the bottom surfaces of the at least two ribs of the hexahedral frame are provided with first mortises penetrating through the ribs, the positions of the first mortises on the at least two ribs correspond to each other, and the bottom surfaces of the at least two ribs are positioned on the same plane. The ring beam module is arranged at the top of the wall body in a splicing and inserting mode, and the module also plays a role of supporting the template, so that the assembly of the ring beam is more convenient and flexible, the construction is very simple, and the aims of improving the assembly efficiency, saving the ring beam template and reducing the cost are fulfilled.
Description
Technical Field
The embodiment of the invention relates to the technical field of buildings, in particular to a ring beam module, a ring beam, a building body and a construction method.
Background
The ring beam is mainly used for enhancing the integrity of a building, reducing uneven settlement and simultaneously serving as an earthquake fortification construction measure, the constructional column is mainly used as an earthquake fortification measure, has a very important effect on the earthquake resistance of a masonry load-bearing structure, belongs to one of measures which must be forcibly adopted in national design specifications, and is widely applied to the masonry load-bearing structure at present, and even serving as a non-bearing maintenance body wall body, the constructional column also needs to be added at a corresponding node to ensure that the enclosure structure meets the corresponding requirements of the specifications in an earthquake.
In actual operation, no matter a masonry load-bearing structure or a framework structure, no matter a cast-in-place structure or an assembly type structure, because the quantity of the ring beams and the constructional columns is small and the ring beams and the constructional columns are scattered, particularly the constructional columns are necessarily distributed at corners, joints, opening parts and the like of a building wall, the ring beams and the constructional column formwork becomes a very trivial, very important and necessary thing, not only is a lot of manpower and time consumed, but also the construction efficiency is greatly reduced, and a large amount of formwork is wasted, moreover, various common diseases in the field formwork pouring are always stubborn diseases of civil construction, and are difficult to eliminate from an operation level, and moreover, the field wet operation causes a large amount of construction waste and environmental pollution, which is one of important reasons for promoting the nation to advocate assembly type buildings.
Disclosure of Invention
The invention aims to provide a ring beam module, a ring beam, a building body and a construction method, provides a ring beam and a ring beam construction method which are simple and convenient to install, good in flexibility and adaptability, high in construction efficiency and low in cost, and further provides an assembly type building which is convenient and fast to construct, high in construction efficiency and low in cost.
In order to solve the above technical problem, an embodiment of the present invention provides a ring beam module, where the ring beam module is a hexahedral frame, and the middle of the top surface of at least two ribs on the hexahedral frame protrudes upward to form a protrusion; the positions of the lugs on the at least two ribs correspond to each other, the middle parts of the bottom surfaces of the at least two ribs of the hexahedral frame are provided with first mortises penetrating the ribs, the positions of the first mortises on the at least two ribs correspond to each other, and the bottom surfaces of the at least two ribs are positioned on the same plane.
The embodiment of the invention also provides a ring beam, which comprises the ring beam module.
The embodiment of the invention also provides a building body which comprises a wall body and the ring beam, wherein the ring beam is spliced and fixed on the wall body.
The embodiment of the invention also provides a building body construction method, which is constructed by the wall body and the ring beam and comprises the following steps:
splicing the ring beam modules at the top of the wall body in sequence and splicing the ring beam modules with the wall body;
splicing the ring beams assembled together by the ring beam modules with the wall body, wherein the ring beam modules simultaneously play a role of a supporting template during the pouring of the ring beams, and a plurality of steel bars penetrate through the hexahedral frame and are bound with the steel bar meshes of adjacent floor slabs into a whole; and pouring concrete, vibrating and forming to finish construction, and forming the ring beam module into a whole together with the concrete and the ring beam after pouring the concrete.
Preferably, the hexahedral frame includes at least four ribs and at least one side plate, the ends of the four ribs are perpendicularly connected to the inner wall of the side plate, and a hanger groove for fixing the S-shaped steel bar hanger is provided on the side plate, the steel bar hanger is formed by connecting two U-shaped hooks with opposite opening directions, the opening of the hanger groove is located on the inner side of the side plate, or the hexahedral frame is formed by connecting eight ribs and four side edges.
Preferably, each side plate comprises a first baffle plate and a second baffle plate, the end part of each rib is vertically connected with the inner wall of the first baffle plate, the second baffle plate is vertically connected with the top surface of the first baffle plate, and the hanging piece groove is formed in the inner side of the second baffle plate.
Preferably, the hexahedral frame includes two side plates that are disposed opposite to each other and parallel to each other, or the two side plates are perpendicularly connected at corners of the hexahedral frame.
Preferably, the first baffle plates are inserted into the second baffle plates, a second mortise penetrating through the first baffle plates is formed in the bottom surface of each first baffle plate, a third mortise or a third tenon is formed in the top surfaces of the first baffle plates, and a third tenon or a third mortise is formed in the bottom surfaces of the second baffle plates.
Preferably, at least one side surface of the first baffle plate is provided with a first vertical slot, and the side surface of the first baffle plate is inwards recessed in the inner side slot wall of the first vertical slot.
Preferably, the side surface of the second baffle plate is provided with a second vertical slot, the side surface of the second baffle plate is inwards recessed in the inner side slot wall of the second vertical slot, the first vertical slot corresponds to the second vertical slot in position, and the two slots are the same in shape and depth.
Preferably, the edge of the outer side of the top surface of the second baffle plate is provided with a strip-shaped groove with an L-shaped section, the strip-shaped groove penetrates through the upper surface of the second baffle plate, and the steel bar hanging piece is hung on the groove wall of the strip-shaped groove.
Preferably, the hook of one of the steel bar hanging pieces is hung on the groove wall of the strip-shaped groove, and the opening of the other hook is positioned on the inner side of the side plate.
Preferably, the other hook is provided with a steel bar binding hole, and the groove wall of the strip-shaped groove is provided with a hanger groove for hanging one hook.
Preferably, the middle parts of the bottom surfaces of at least two ribs of the hexahedral frame are provided with first mortises penetrating through the ribs, the positions of the first mortises on the at least two ribs correspond to each other, the at least two ribs are positioned on the same plane, the bottom surface of each first baffle is provided with second mortises, and the middle part of the top surface of the wall body is provided with first tenons and second tenons joggled with the first mortises and the second mortises at intervals.
Drawings
One or more embodiments are illustrated by way of example in the accompanying drawings, which correspond to the figures in which like reference numerals refer to similar elements and which are not to scale unless otherwise specified.
FIG. 1 is a schematic structural diagram of a loop beam module according to an embodiment of the present invention;
FIG. 2 is a schematic structural diagram of a loop beam module according to an embodiment of the present invention;
FIG. 3 is a schematic structural view of a portion of a ring beam module according to an embodiment of the present invention;
FIG. 4 is a schematic structural view of a second baffle plate cooperating with FIG. 3;
FIG. 5 is a schematic structural view of a portion of a ring beam module according to an embodiment of the present invention;
FIG. 6 is a schematic structural view of a second baffle plate cooperating with FIG. 5;
FIG. 7 is an exploded view of FIG. 1;
FIG. 8 is an exploded view of the pendant and second baffle of FIG. 1;
FIG. 9 is a view from another angle of FIG. 8;
FIG. 10 is a schematic view of the assembly of the first baffle plate and ribs of FIG. 1;
fig. 11 is a schematic view showing a layout structure of a building body according to an embodiment of the present invention.
Detailed Description
Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. While exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the disclosure to those skilled in the art.
It is to be understood that the terminology used herein is for the purpose of describing particular example embodiments only, and is not intended to be limiting. As used herein, the singular forms "a," "an," and "the" may be intended to include the plural forms as well, unless the context clearly indicates otherwise. The terms "comprising," "including," and "having" are inclusive and therefore specify the presence of stated features, elements, and/or components, but do not preclude the presence or addition of one or more other features, elements, components, and/or groups thereof.
In the description of the present invention, unless otherwise explicitly specified or limited, the terms "disposed" and "connected" are to be construed broadly, e.g., as meaning a fixed connection, a detachable connection, or an integral connection; may be directly connected or indirectly connected through an intermediate. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first", "second", may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means at least two, e.g., two, three, etc., unless specifically limited otherwise.
For convenience of description, spatially relative terms, such as "bottom," "front," "upper," "oblique," "lower," "top," "inner," "horizontal," "outer," and the like, may be used herein to describe one element or feature's relationship to another element or feature as illustrated in the figures. This spatially relative relationship is intended to encompass different orientations of the mechanism in use or operation in addition to the orientation depicted in the figures. For example, if the mechanism in the figures is turned over, elements described as "below" or "beneath" other elements or features would then be oriented "above" or "over" the other elements or features. Thus, the example term "below … …" can include both an orientation of above and below. The mechanism may be otherwise oriented (rotated 90 degrees or at other orientations) and the spatially relative descriptors used herein interpreted accordingly.
The embodiment of the invention relates to a ring beam module, as shown in fig. 1 to 7, the ring beam module 100 is a hexahedral frame, and the middle parts of the top surfaces of at least two ribs 11 on the hexahedral frame protrude upwards to form a bump 112; the positions of the bumps 112 on the at least two ribs 11 are corresponding, the middle parts of the bottom surfaces of the at least two ribs 11 of the hexahedral frame are provided with first mortises 113 penetrating through the ribs 11, the positions of the first mortises 113 on the at least two ribs 11 are corresponding, and the bottom surfaces of the at least two ribs 11 are located on the same plane.
Further, the hexahedral frame comprises at least four ribs 11 and at least one side plate 12, the ends of the four ribs 11 are perpendicularly connected to the inner wall of the side plate 12, a hanging piece groove 120 for fixing the S-shaped steel bar hanging piece 13 is formed in the side plate 12, the steel bar hanging piece 13 is formed by connecting two U-shaped hanging hooks 131 with opposite opening directions, and the opening of the hanging piece groove is located on the inner side of the side plate 12.
In one embodiment of the present invention, with continued reference to fig. 1, the hexahedral frame includes four ribs 11 and two side plates 12 disposed opposite to each other, any two ribs 11 are disposed in parallel, and two adjacent ribs 11 are located on the same horizontal plane, and both ends of the ribs 11 are vertically connected to the inner walls of the side plates 12; and the side plate 12 is provided with a hanger groove 120, and the opening of the steel bar hanger 13 hung on the hanger groove 120 is positioned at the inner side of the side plate 12.
In one embodiment of the present invention, as shown in fig. 4, 6 to 10, each side plate 12 includes a first baffle 121 and a second baffle 122, the end of the rib 11 is vertically connected to the inner wall of the first baffle 121, the second baffle 122 is vertically connected to the top surface of the first baffle 121, and the hanging groove 120 is disposed inside the second baffle 122. It should be noted that, the usage scenarios of the ring beam module are different, the number and the positions of the side plates 12 are also different, and correspondingly, the first baffle 121 and the second baffle 122 are also different, when the ring beam module is matched with the wall at the corner, the first baffle 121 and the second baffle 122 may be composed of two separated square plates which are vertically connected, or may be composed of a whole L-shaped plate, which is not limited in the present invention.
As a preferred embodiment, with reference to fig. 7 to 10, the first baffles 121 are inserted into the second baffles 122, a second mortise 1211 penetrating through the first baffles 121 is formed in the bottom surface of each first baffle 121, the second mortise 1211 is used for being matched with a tenon on a wall, a third mortise 1212 is formed in the top surface of the first baffle 121, and a third tenon 1221 is formed in the bottom surface of the second baffle 122. The first baffle 121 and the second baffle 122 are assembled quickly through the cooperation of the third tenon 1212 and the third tenon 1221, it should be noted that the top surface of the first baffle 121 can also be provided with the third tenon, and correspondingly, the bottom surface of the second baffle 122 is provided with the third tenon, so that the first baffle 121 and the second baffle 122 can also be assembled quickly.
In one embodiment of the present invention, with continued reference to fig. 3 to 10, at least one side of the first baffle plate 121 is formed with a first vertical slit groove 1213, and the side of the first baffle plate 121 is recessed inward in an inner side groove wall of the first vertical slit groove 1213. The side surface of the second blocking plate 122 is provided with a second vertical slot 1222, the side surface of the second blocking plate 122 is recessed inwardly in the inner side slot wall of the second vertical slot 1222, the first vertical slot 1213 corresponds to the second vertical slot 1222 in position, and the shapes and depths of the two slots are the same. Specifically, after two adjacent ring beam modules 100 are assembled, a T-shaped groove is formed between the two adjacent ring beam modules 100, so that the heat insulation plate and the interior trim panel can be assembled on the ring beam through the i-shaped connecting piece.
In an embodiment of the present invention, a strip-shaped groove 1223 with an L-shaped cross section is formed in the outer edge of the top surface of the second baffle 122, the strip-shaped groove 1223 penetrates through the upper surface of the second baffle 122, and the reinforcement hanging member 13 is hooked to the groove wall of the strip-shaped groove 1223.
Specifically, the reinforcement bar hanging piece 13 includes two U-shaped hooks 131, the openings of the hooks 131 face opposite, one of the hooks 131 is hung on the groove wall of the strip-shaped groove 1223, and the opening of the other hook 131 is located on the inner side of the side plate 12.
Furthermore, another hook 131 is provided with a steel bar binding hole 1311, and the wall of the strip-shaped groove 1223 is provided with a hanging piece groove 120 for hanging one hook 131.
In another embodiment of the present invention, when the ring beam module is matched with the wall body at the cross, as shown in fig. 2, the hexahedral frame may be formed by connecting eight ribs 11 and four side edges, wherein the eight ribs 11 are respectively connected two by two perpendicularly and between the four side edges to form a hollow hexahedron, and the four corners of the hollow hexahedron are provided with L-shaped notches 114.
In addition, in another embodiment of the present invention, when the ring beam module is coupled to a wall at a T-shaped intersection, as shown in fig. 3 to 4, the hexahedral frame may include one side plate 12, in which four ribs 11 of the hexahedral frame are perpendicularly connected to an inner wall of a distal end of the side plate 12, and when the ring beam module is required to be coupled to a wall at a corner, as shown in fig. 5 to 6, the hexahedral frame may include two in-line side plates 12 or one L-shaped side plate 12, which are perpendicularly connected at the corner of the frame.
In another embodiment of the present invention, the ring beam includes the ring beam modules 100 and the steel bars, specifically, a plurality of ring beam modules 100 are arranged in sequence along the front-back direction or the left-right direction, correspondingly, the steel bar hangers 13 on the plurality of ring beam modules 100 are located on the same straight line, the steel bars pass through the hexahedral frame, then the steel bars are bound on the steel bar hangers 13 by passing metal wires or nylon binding bands through the steel bar binding holes 1311, and finally concrete is poured into the ring beam modules for molding.
In another embodiment of the present invention, the present embodiment relates to a building body, as shown in fig. 11, which includes a wall body and a ring beam as above, the ring beam being fixed to the wall body 200.
In an embodiment of the present invention, the middle of the bottom surface of at least two ribs 11 of the hexahedral frame is provided with a first mortise 113 penetrating through the ribs 11, the first mortise 113 on at least two ribs 11 are corresponding in position, and at least two ribs 11 are located on the same plane, the bottom surface of each first baffle 121 is provided with a second mortise 1211, and the middle of the top surface of the wall 200 is provided with a first tenon 21 and a second tenon 22 at intervals, which are in joggled joint with the first mortise 113 and the second mortise 1211, so that the ring beam and the wall can be assembled through the tenons and the mortises.
Further, after the ring beam and the wall are assembled, the heat insulation board 300 and the interior trim panel (not shown in the figure) can be assembled on the outer surface and the inner surface of the ring beam, and because the T-shaped groove 101 is formed between two adjacent ring beam modules 100, the heat insulation board 300 and the interior trim panel can be assembled in the T-shaped groove 101 on the ring beam through the I-shaped connecting piece 400.
In another embodiment of the present invention, a building construction method constructed by a wall and an upper ring beam includes: splicing the ring beams assembled together by the ring beam modules with the wall body, wherein the ring beam modules simultaneously play a role of a supporting template during the pouring of the ring beams, and a plurality of steel bars penetrate through the hexahedral frame and are bound with the steel bar meshes of adjacent floor slabs into a whole; and pouring concrete, vibrating and forming to finish construction, and forming the ring beam module into a whole together with the concrete and the ring beam after pouring the concrete.
It will be understood by those of ordinary skill in the art that the foregoing embodiments are specific embodiments for practicing the invention, and that various changes in form and details may be made therein without departing from the spirit and scope of the invention in practice.
Claims (8)
1. The ring beam module is characterized in that the ring beam module is a hexahedral frame, and the middle parts of the top surfaces of at least two ribs on the hexahedral frame are upwards protruded to form a convex block; the positions of the bumps on the at least two ribs correspond to each other, the middle parts of the bottom surfaces of the at least two ribs of the hexahedral frame are provided with first mortises penetrating through the ribs, the positions of the first mortises on the at least two ribs correspond to each other, and the bottom surfaces of the at least two ribs are positioned on the same plane; hexahedron frame four at least ribs and at least one curb plate, four the end of rib connect perpendicularly in the inner wall of curb plate, just be provided with the pendant groove that is used for fixed S-shaped steel bar pendant on the curb plate, the steel bar pendant comprises two U-shaped couples that open direction is opposite, the opening in pendant groove is located the inboard of curb plate, or
The hexahedral frame is formed by connecting eight ribs and four side edges; every the curb plate includes first baffle and second baffle, the tip of rib with the inner wall of first baffle is connected perpendicularly, the second baffle connect perpendicularly in the top surface of first baffle, just the steel bar pendant set up in the inboard of second baffle.
2. The ring beam module according to claim 1, wherein the hexahedral frame comprises two side plates, which are disposed opposite to each other and parallel to each other, or are perpendicularly connected at corners of the hexahedral frame.
3. The ring beam module according to claim 2, wherein the first baffle plates are inserted into the second baffle plates, a second mortise penetrating through the first baffle plates is formed in the bottom surface of each first baffle plate, a third mortise or a third tenon is formed in the top surface of each first baffle plate, and a third tenon or a third mortise is formed in the bottom surface of each second baffle plate.
4. The ring beam module according to claim 3, wherein at least one side surface of the first baffle plate is provided with a first vertical slot, and the side surface of the first baffle plate is inwards recessed in the inner side slot wall of the first vertical slot; and a second vertical slot is formed in the side surface of the second baffle, the side surface of the second baffle is inwards recessed in the inner side slot wall of the second vertical slot, the first vertical slot corresponds to the second vertical slot in position, and the two slots are the same in shape and depth.
5. The gird module of claim 4, wherein a strip-shaped groove with an L-shaped section is formed in the outer edge of the top surface of the second baffle plate, the strip-shaped groove penetrates through the upper surface of the second baffle plate, and the steel bar hanging piece is hung on the groove wall of the strip-shaped groove; the hook of one of the steel bar hangers is hung on the groove wall of the strip-shaped groove, and the opening of the other hook is positioned on the inner side of the side plate; and the other hook is provided with a steel bar binding hole, and the wall of the strip-shaped groove is provided with a hanger groove for hanging one of the hooks.
6. A ring beam comprising the ring beam module according to any one of claims 1 to 5.
7. A building body comprising a wall and the ring beam of claim 6, wherein the ring beam is spliced and fixed on the wall; the bottom surface middle parts of at least two ribs of the hexahedral frame are provided with first mortises penetrating through the ribs, the positions of the first mortises on the at least two ribs correspond, the at least two ribs are located on the same plane, the bottom surface of each first baffle is provided with second mortises, and the top surface middle part of the wall body is provided with first tenons and second tenons joggled with the first mortises and the second mortises at intervals.
8. A method of constructing a building body from a wall and the ring beam of claim 6, comprising the steps of:
splicing the ring beams assembled together by the ring beam modules with the wall body, wherein the ring beam modules simultaneously play a role of a supporting template during ring beam pouring, and a plurality of steel bars penetrate through the hexahedral framework and are bound with steel bar meshes of adjacent floor slabs into a whole; and pouring concrete, vibrating and forming to finish construction, and forming the ring beam module into a whole together with the concrete and the ring beam after pouring the concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201910646458.7A CN110273505B (en) | 2019-07-17 | 2019-07-17 | Ring beam module, ring beam, building body and construction method |
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| CN201910646458.7A CN110273505B (en) | 2019-07-17 | 2019-07-17 | Ring beam module, ring beam, building body and construction method |
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| CN110273505B true CN110273505B (en) | 2021-05-28 |
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Family Cites Families (9)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN86106157A (en) * | 1986-07-29 | 1988-02-10 | 约瑟·科尔霍·多斯·森托斯 | Assembling building block and use the building method of this building block |
| KR20040095863A (en) * | 2003-04-28 | 2004-11-16 | 최규원 | Long ladder type prefabricated long brick and panel with variable interior and exterior decorations which are helpful to user's health using various waste, acacias, etc. by mixing with loess and plaster |
| CN2876213Y (en) * | 2006-01-01 | 2007-03-07 | 段志祥 | Chained loop beam building block |
| CN101956402B (en) * | 2010-08-13 | 2013-04-03 | 内蒙古兴泰建筑有限责任公司 | Rear pouring band with prefabricated concrete edge sealing plate for basement outer shear wall |
| CN102409796B (en) * | 2011-08-24 | 2014-03-05 | 中国建筑设计研究院 | Fabricated blocks, fabricated-block building system and construction method thereof |
| CN106121039B (en) * | 2016-07-19 | 2018-02-27 | 西南科技大学 | Villages and small towns masonry structure assembled integral ring beam and construction column combined method |
| CN208280430U (en) * | 2018-05-16 | 2018-12-25 | 河北鸿盛节能科技股份有限公司 | Assembly concrete lining structural assembly |
| CN208830583U (en) * | 2018-06-11 | 2019-05-07 | 邸中敏 | A kind of heat preservation module, heat insulation cavity module and the cladding module of heat preservation |
| CN208702000U (en) * | 2018-07-11 | 2019-04-05 | 深圳辉达建筑工程有限公司 | A kind of supporting ring beam arrangement of reinforcement |
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