CN112962863A - Construction method of semi-prefabricated ring beam and semi-prefabricated ring beam structure - Google Patents
Construction method of semi-prefabricated ring beam and semi-prefabricated ring beam structure Download PDFInfo
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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
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- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
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- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
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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
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
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- 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
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- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
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Abstract
The invention relates to a construction method of a semi-prefabricated ring beam and a semi-prefabricated ring beam structure, which comprises a top ring beam, a middle ring beam and a bottom ring beam which are sequentially arranged from top to bottom, wherein the bottom ring beam comprises a lower ring beam frame, a plurality of lower ribs are fixed on the inner wall of the frame body of the lower ring beam frame, the lower ring beam frame comprises four lower corner blocks, two adjacent lower corner blocks are connected through lower building strips, the middle ring beam comprises a middle ring beam frame, a plurality of middle arched beams are fixed on the inner wall of the frame body of the middle ring beam frame, the middle ring beam frame comprises four middle corner blocks, a middle steel beam is fixed between two adjacent middle corner blocks, the top ring beam comprises an upper ring beam frame, a plurality of upper ribs are fixed on the inner wall of the frame body of the upper ring beam frame, the upper ring beam frame comprises four upper corner blocks, and upper building strips are fixed between two adjacent upper corner blocks. The semi-prefabricated ring beam structure provided by the invention can reduce the problem of welding joints caused by binding of reinforcing steel bars, so that the whole ring beam structure is optimized.
Description
Technical Field
The invention relates to the technical field of civil construction, in particular to a construction method of a semi-prefabricated ring beam and a semi-prefabricated ring beam structure.
Background
In the field of civil engineering technology, ring beams are important seismic resistant members in masonry structures. Generally, reinforced concrete ring beams or reinforced brick ring beams are arranged in the wall body to enhance the integral rigidity of the masonry house.
The shear wall of a house structure proposed in the prior patent (application number: 201310564190.5) is formed by assembling and installing mortise and tenon bricks, the mortise and tenon groove structure of the mortise and tenon bricks enables the shear wall to be supported by wall transverse ribs and wall vertical ribs, and a ring beam is composed of a ring beam template without disassembly and a ring beam reinforcement cage. The upright post consists of an upright post template without disassembly and an upright post reinforcement cage; the floor slabs are assembled by the prefabricated slabs, and the splicing positions of the prefabricated slabs form a through long horizontal groove of the floor slab. The floor leads to and sets up floor steel reinforcement cage in the groove of sleeping in of length, and this product passes through the reinforcing bar net admittedly and the technological application of tenon fourth of the twelve earthly branches, eliminates the dead weight, alleviates the internal stress, pours and becomes an organic whole, reaches the appearance that the brick mixes, the concrete frame characteristic, the trinity novel structural system of the characteristic of shear force wall. The room body keeps warm and can reach the effect that red brick 1.6 meters is thick, and the antidetonation can reach 9 degrees, and construction stage simple to operate, construction speed is fast, improves the efficiency of construction.
The civil building structure has the advantages of high construction speed and high construction efficiency. However, the ring beam in the conventional civil construction structure is often formed by pouring tied reinforcing steel bars with concrete, the tying quality of the reinforcing steel bars is often influenced by the welding level of a welder, and if the welding joint is not well treated, the construction quality is seriously influenced.
Disclosure of Invention
Based on this, the present invention aims to provide a construction method of a semi-prefabricated ring beam and a ring beam structure to solve the technical problems in the background art.
The invention provides a semi-prefabricated ring beam structure, which comprises a top ring beam, a middle ring beam and a bottom ring beam which are sequentially arranged from top to bottom, wherein the bottom ring beam comprises a lower ring beam frame, a plurality of lower ribs which are sequentially arranged along a straight line are fixed on the inner wall of a frame body of the lower ring beam frame, the lower ring beam frame comprises four lower corner blocks, the lower corner blocks are symmetrically arranged in pairs and are arranged in a rectangular manner, and two adjacent lower corner blocks are connected through a lower building strip;
the middle ring beam comprises a middle ring beam frame, the bottom end of the middle ring beam frame is fixed on the top end surface of the lower ring beam frame, a plurality of middle arched beams sequentially arranged along a straight line are fixed on the inner wall of a frame body of the middle ring beam frame, the middle ring beam frame comprises four middle corner blocks, a plurality of middle corner blocks and lower corner blocks correspond to each other one by one and are fixed on the top end surfaces of the corresponding lower corner blocks, and a middle steel beam is fixed between every two adjacent middle corner blocks;
the top collar tie beam includes the collar tie beam frame, the bottom mounting of going up the collar tie beam frame is in the top surface of well collar tie beam frame, be fixed with a plurality of last ribs that set gradually along the straight line on going up collar tie beam frame framework inner wall, it includes four last hornblocks, and is a plurality of go up the hornblock and correspond one by one with well hornblock and be fixed in the top surface that corresponds well hornblock, adjacent two go up and all be fixed with between the hornblock and build a strip.
Furthermore, it is a plurality of lower strips and a plurality of crisscross setting between the last strips.
Furthermore, each lower building strip and each upper building strip are formed by splicing a plurality of hollow building blocks end to end along a straight line.
Further, every the middle part girder steel forms by a plurality of hollow girder steel strips along sharp end to end concatenation, every the one end of hollow girder steel strip all is fixed with first tenon, every first tongue-and-groove has all been seted up to the one end that first tenon was kept away from to the hollow girder steel strip, every the hollow girder steel strip all through first tongue-and-groove and adjacent first tenon looks joggle on the hollow girder steel strip.
Furthermore, a second tenon matched with the first tenon and a second tenon matched with the first tenon are fixed on the outer surface of each middle corner block.
Furthermore, third tongue-and-groove has all been seted up to every the both sides surface of hollow steel roof beam strip.
Furthermore, a third tenon is fixed at each of two ends of each middle arched beam, and each middle arched beam is matched with the corresponding third tenon groove through the third tenon.
Further, the thickness of the middle ring beam frame is twice that of the lower ring beam frame, and the thickness of the lower ring beam frame is equal to that of the upper ring beam frame.
Furthermore, the number of the middle arched girders is equal to the sum of the number of the lower strips and the number of the upper strips.
The invention also provides a construction method of the semi-prefabricated ring beam, which comprises the following steps:
the method comprises the following steps: installing a bottom ring beam, filling hollow building blocks into lower corner blocks to enable the four lower corner blocks to be arranged in a rectangle and to be respectively positioned at four top corners of the rectangle, then using a plurality of hollow building blocks to enable the hollow building blocks to be connected end to form a strip-shaped lower building strip, thereby filling a gap formed between the two lower corner blocks by using the lower building strip, enabling the lower corner blocks to be matched with the lower building strip to form a lower ring beam frame, after filling joints with cement, forming lower ribs by using a plurality of hollow building blocks adjacent end to end again, and sequentially arranging the lower ribs inside the lower ring beam frame along straight lines;
step two: installing a middle ring beam, using a hollow steel beam strip as a middle angle block, then using cement to enable the four middle angle blocks to be fixed at the top ends of the four lower angle blocks one by one, utilizing a first tenon on the hollow steel beam strip to be butted with a first tenon on another hollow steel beam strip to enable a plurality of hollow steel beam strips to be connected end to form a middle steel beam, then using the first tenon in the middle steel beam and the tenon on the first tenon to be joggled with a second tenon on the middle angle block and the second tenon to be joggled with each other to fill a gap formed between the two middle angle blocks so as to form a middle ring beam frame, and then guiding the joggled joint of a third tenon on the middle arched beam and a corresponding third tenon on the middle steel beam so as to enable the plurality of middle arched beams to be fixed in the middle ring beam frame along straight lines;
step three: installing top ring beam, use hollow block to fill as last hornblock, then use cement to make four go up the hornblock and fix one by one on four well hornblock tops, reuse a plurality of hollow block, make a plurality of hollow block end to end form banding last strip, thereby utilize this last strip to fill the clearance that forms between two last hornblock, make and go up the strip cooperation and go up the hornblock and form circle roof beam frame, use cement to joint a crack after, reuse a plurality of adjacent hollow block of end to end and form the rib, set gradually a plurality of upper ribs inside circle roof beam frame along the straight line, and guide the upper rib to press on middle part arched girder, use cement to joint a crack and accomplish the installation.
Compared with the prior art, the invention has the beneficial effects that:
firstly, the invention can complete the installation of the ring beam structure under the condition of not using binding steel bars, thereby reducing the problem of welding joints caused by binding the steel bars. The method specifically comprises the following steps: the bottom ring beam and the top ring beam formed by the hollow building blocks are matched, and the middle ring beam formed by the hollow steel beam strips replaces the binding steel bars, so that the problem of welding joints caused by binding the steel bars is reduced.
Secondly, the stability of the ring beam can be improved, so that the structure of the ring beam is optimized. The method specifically comprises the following steps: because last rib in the collar tie of top and the lower rib in the collar tie frame are crisscross each other, and the middle part arched girder quantity in the collar tie of middle part be the sum of rib under with for the rib under for when can be crisscross each other between lower building strip and the last building strip, the middle part arched girder can be with following building strip down and last building strip align simultaneously, thereby crowd the collar tie inner space, and make and be linked together between each space, thereby conveniently pour cement on next step.
Additional features and advantages of the disclosure will be set forth in the description which follows, or in part may be learned by the practice of the above-described techniques of the disclosure, or may be learned by practice of the disclosure.
In order to make the aforementioned and other objects, features and advantages of the present invention comprehensible, preferred embodiments accompanied with figures are described in detail below.
Drawings
FIG. 1 is a schematic view of the overall structure of a semi-prefabricated ring beam according to the present invention;
fig. 2 is an exploded view of a semi-precast ring beam according to the present invention;
FIG. 3 is a schematic structural diagram of a top ring beam in the semi-precast ring beam according to the present invention;
FIG. 4 is a schematic structural diagram of a bottom ring beam in a semi-prefabricated ring beam according to the present invention;
FIG. 5 is a schematic structural diagram of a hollow block in a semi-precast ring beam according to the present invention;
FIG. 6 is a schematic structural view of a middle ring beam in the semi-precast ring beam according to the present invention;
fig. 7 is a schematic view of the internal structure of the semi-precast ring beam according to the present invention.
Description of the main symbols:
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1 | Hollow |
2131 |
| Lower |
11 | |
214 |
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111 | First tongue-and- |
215 |
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1111 | Third tongue-and- |
216 |
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112 | Second tongue-and- |
217 |
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12 | Middle |
22 |
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2 | |
3 |
| Middle |
21 | Upper |
31 |
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211 | |
311 |
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212 | |
312 |
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213 | |
32 |
Detailed Description
To facilitate an understanding of the invention, the invention will now be described more fully with reference to the accompanying drawings. Preferred embodiments of the present invention are shown in the drawings. This invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the invention herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.
Example (b):
referring to fig. 1 to 7, the present invention provides a semi-prefabricated ring beam structure, which includes a top ring beam 3, a middle ring beam 2 and a bottom ring beam 1 sequentially arranged from top to bottom.
The bottom ring beam 1 comprises a lower ring beam frame 11, and a plurality of lower ribs 12 which are sequentially arranged along a straight line are fixed on the inner wall of a frame body of the lower ring beam frame 11. The lower ring beam frame 11 comprises four lower corner blocks 112, the lower corner blocks 112 are arranged in a pairwise symmetry manner and are arranged in a rectangular manner, and two adjacent lower corner blocks 112 are connected through a lower building strip 111.
The middle ring beam 2 includes a middle ring beam frame 21, and a bottom end of the middle ring beam frame 21 is fixed to a top end surface of the lower ring beam frame 11. A plurality of middle arched beams 22 sequentially arranged along a straight line are fixed on the inner wall of the frame body of the middle ring beam frame 21, the middle ring beam frame 21 comprises four middle corner blocks 211, and the middle corner blocks 211 and the lower corner blocks 112 correspond one by one and are fixed on the top end surfaces of the corresponding lower corner blocks 112. Middle steel beams 213 are fixed between two adjacent middle corner blocks 211.
The above-described top ring rail 3 includes an upper ring rail frame 31, and the bottom end of the upper ring rail frame 31 is fixed to the top end surface of the middle ring rail frame 21. A plurality of upper ribs 32 sequentially arranged along a straight line are fixed on the inner wall of the frame body of the upper ring beam frame 31, the upper ring beam frame 31 comprises four upper corner blocks 312, the upper corner blocks 312 correspond to the middle corner blocks 211 one by one and are fixed on the top end surfaces of the corresponding middle corner blocks 211, and an upper building strip 311 is fixed between every two adjacent upper corner blocks 312.
Specifically, referring to fig. 1 and 2, the thickness of the middle ring beam frame 21 is twice the thickness of the lower ring beam frame 11. The thickness of the lower ring beam frame 11 is equal to the thickness of the upper ring beam frame 31 so that the middle arched beam 22 is supported by the thicker middle ring beam frame 21 and the upper ribs 32 are supported by the middle arched beam 22.
Specifically, referring to fig. 2, in the present embodiment, the number of the middle arched beams 22 is equal to the sum of the number of the lower strips 111 and the number of the upper strips 311. This setting can be so that between the lower brickwork 111 and the last brickwork 311 can be crisscross each other in the time, middle part arched girder 22 can be alignd simultaneously with lower brickwork 111 and last brickwork 311 to crowd and account for the room in the ring beam.
In addition, crisscross setting between a plurality of lower brickwork 111 and a plurality of upper brickwork 311 to utilize crisscross lower brickwork 111 that sets up and upper brickwork 311 cooperation middle part arched girder 22 to occupy the inside more spaces of gird structure in the time, make and be linked together between each space, thereby make cement of pouring on next step convenient.
Specifically, referring to fig. 4, each of the lower strips 111 and the upper strips 311 is formed by splicing a plurality of hollow blocks 1111 end to end along a straight line. It will be appreciated that this arrangement may utilize hollow blocks 1111 to form the lower rail 111 and the upper rail 311, breaking the welding problem associated with conventional girts which require the use of a large number of bundled reinforcement bars. In addition, the use of the cheap hollow block 1111 can greatly save the use cost.
Specifically, referring to fig. 6, each middle steel beam 213 is formed by splicing a plurality of hollow steel beam strips 2131 end to end along a straight line. First tenon 214 is fixed at one end of each hollow steel beam strip 2131, and a first mortise 215 is arranged at one end of each hollow steel beam strip 2131 far away from first tenon 214. Each hollow steel beam strip 2131 is joggled with the first tenon 214 on the adjacent hollow steel beam strip 2131 through the first mortise 215, and the first tenon 214 on the hollow steel beam strip 2131 is joggled with the first mortise 215 on the adjacent hollow steel beam strip 2131, so as to form a strip-shaped middle steel beam 213. Meanwhile, the joggle joint mode can effectively avoid the problem of welding joint treatment caused by the fact that a large amount of bundled steel bars need to be used in the traditional ring beam.
Specifically, referring to fig. 6, a second tenon 212 matching with the first tenon 215 and a second tenon 217 matching with the first tenon 214 are fixed on the outer surface of each middle corner block 211. Immediately, this arrangement may be such that the center angle block 211 is joggled with the first mortise 215 and the first tenon 214 on the hollow steel beam 2131 through the second tenon 212 and the second mortise 217 thereon.
Further, the surfaces of two sides of each hollow steel beam 2131 are provided with third mortises 216. And third tenons 221 are fixed at two ends of each middle arched beam 22, and each middle arched beam 22 is matched with the corresponding third tenon groove 216 through the third tenons 221. It will be appreciated that this arrangement allows the hollow steel girder 2131 to be aligned with the third tongue 221 of the center arched girder 22 through the third tongue-and-groove 216, thereby facilitating the alignment of the installation position of the center arched girder 22.
The embodiment of the invention also provides a construction method of the semi-prefabricated ring beam, which comprises the following steps:
the method comprises the following steps:
installing the bottom ring beam 1, and filling the lower corner blocks 112 with hollow blocks 1111, so that the four lower corner blocks 112 are arranged in a rectangle and are respectively positioned at the four top corners of the rectangle; then, the hollow blocks 1111 are used, so that the hollow blocks 1111 are connected end to form a strip-shaped lower strip 111, the gap formed between the two lower corner blocks 112 is filled by the lower strip 111, and the lower corner blocks 112 are matched with the lower strip 111 to form a lower girt frame 11; after filling with cement, forming lower ribs 12 by using a plurality of hollow building blocks 1111 adjacent from head to tail, and sequentially arranging the lower ribs 12 inside the lower ring beam frame 11 along a straight line;
step two:
mounting the middle ring beam 2, using the hollow steel beam strips 2131 as the middle corner blocks 211, and then using cement to fix the four middle corner blocks 211 on the top ends of the four lower corner blocks 112 one by one; the first tenon 214 on the hollow steel beam strip 2131 is butted with the first mortise 215 on another hollow steel beam strip 2131, so that the hollow steel beam strips 2131 are connected end to form a middle steel beam 213; then, a first mortise 215 and a first tenon 214 in the middle steel beam 213 are joggled with a second tenon 212 and a second mortise 217 on the middle corner block 211 to fill a gap formed between the two middle corner blocks 211, so that the middle ring beam frame 21 is formed; then, a third tenon 221 on the middle arched girder 22 is guided to be in joggle joint with a corresponding third mortise 216 on the middle steel girder 213, so that the middle arched girders 22 are fixed in the middle ring girder frame 21 along a straight line;
step three:
installing the top ring beam 3, using the hollow blocks 1111 as the upper corner blocks 312, then using cement to fix the four upper corner blocks 312 at the top ends of the four middle corner blocks 211 one by one, and then using the plurality of hollow blocks 1111 to enable the plurality of hollow blocks 1111 to be connected end to form a strip-shaped upper building strip 311, thereby utilizing the upper building strip 311 to fill the gap formed between the two upper corner blocks 312, and enabling the upper building strip 311 to be matched with the upper corner blocks 312 to form the upper ring beam frame 31; after filling with cement, the plurality of hollow blocks 1111 adjacent from head to tail are reused to form the upper ribs 32, the plurality of upper ribs 32 are sequentially arranged inside the upper ring beam frame 31 along a straight line, the upper ribs 32 are guided to be pressed on the middle arched beam 22, and the installation is completed after filling with cement and pouring.
The specific operation mode of the invention is as follows:
installing a bottom ring beam 1, filling a hollow block 1111 into a lower corner block 112, enabling the four lower corner blocks 112 to be arranged in a rectangle and respectively located at four top corners of the rectangle, then using a plurality of hollow blocks 1111, enabling the hollow blocks 1111 to be connected end to form a strip-shaped lower strip 111, further utilizing the lower strip 111 to fill a gap formed between the two lower corner blocks 112, enabling the lower corner block 112 to be matched with the lower strip 111 to form a lower ring beam frame 11, after filling with cement, utilizing a plurality of hollow blocks 1111 adjacent end to end again to form a lower rib 12, and sequentially arranging the lower ribs 12 inside the lower ring beam frame 11 along a straight line;
installing the middle ring beam 2, using the hollow steel beam strips 2131 as the middle corner blocks 211, then using cement to fix the four middle corner blocks 211 at the top ends of the four lower corner blocks 112 one by one, using the first tenons 214 on the hollow steel beam strips 2131 to butt-joint with the first tenons 215 on another hollow steel beam strip 2131, so that the plurality of hollow steel beam strips 2131 are connected end to form a middle steel beam 213, using the first tenons 215 and 214 in the middle steel beam 213 to butt-joint with the second tenons 212 and 217 on the middle corner blocks 211 to fill the gap formed between the two middle corner blocks 211, so as to form a middle ring beam frame 21, and guiding the third tenons 221 on the middle arch beam 22 to be in butt-joint with the corresponding third tenons 216 on the middle steel beam 213, so that the plurality of middle arch beams 22 are fixed in the middle ring beam frame 21 along a straight line;
installing the top gird 3, use hollow block 1111 to fill as last corner block 312, then use cement to make four last corner blocks 312 fix one by one at four middle corner block 211 tops, reuse a plurality of hollow block 1111, make a plurality of hollow block 1111 end to end form banding last strip 311, thereby utilize this last strip 311 to fill up the clearance that forms between two last corner blocks 312, make last strip 311 cooperate with last corner block 312 to form upper gird frame 31, use cement to joint, after filling up, reuse a plurality of adjacent hollow block 1111 of end to form upper rib 32, set gradually a plurality of upper rib 32 along the straight line inside upper gird frame 31, and guide upper rib 32 to press on middle part arched girder 22, use cement to joint and accomplish the installation after pouring.
Finally, it should be noted that: the above-mentioned embodiments are only specific embodiments of the present invention, which are used for illustrating the technical solutions of the present invention and not for limiting the same, and the protection scope of the present invention is not limited thereto, although the present invention is described in detail with reference to the foregoing embodiments, those skilled in the art should understand that: any person skilled in the art can modify or easily conceive the technical solutions described in the foregoing embodiments or equivalent substitutes for some technical features within the technical scope of the present disclosure; such modifications, changes or substitutions do not depart from the spirit and scope of the embodiments of the present invention, and they should be construed as being included therein. Therefore, the protection scope of the present invention shall be subject to the protection scope of the appended claims.
Claims (10)
1. The semi-prefabricated ring beam structure is characterized by comprising a top ring beam (3), a middle ring beam (2) and a bottom ring beam (1) which are sequentially arranged from top to bottom, wherein the bottom ring beam (1) comprises a lower ring beam frame (11), a plurality of lower ribs (12) which are sequentially arranged along a straight line are fixed on the inner wall of a frame body of the lower ring beam frame (11), the lower ring beam frame (11) comprises four lower corner blocks (112), the lower corner blocks (112) are symmetrically arranged in pairs and are arranged in a rectangular manner, and two adjacent lower corner blocks (112) are connected through a lower building strip (111);
the middle ring beam (2) comprises a middle ring beam frame (21), the bottom end of the middle ring beam frame (21) is fixed on the top end surface of the lower ring beam frame (11), a plurality of middle arched beams (22) which are sequentially arranged along a straight line are fixed on the inner wall of a frame body of the middle ring beam frame (21), the middle ring beam frame (21) comprises four middle corner blocks (211), the middle corner blocks (211) and the lower corner blocks (112) correspond to each other one by one and are fixed on the top end surfaces of the corresponding lower corner blocks (112), and a middle steel beam (213) is fixed between every two adjacent middle corner blocks (211);
top gird (3) are including gird frame (31), the bottom mounting of going up gird frame (31) is in the top surface of well gird frame (21), be fixed with a plurality of last ribs (32) that set gradually along the straight line on the framework inner wall of going up gird frame (31), it includes four last hornblocks (312) to go up gird frame (31), and is a plurality of go up hornblock (312) and well hornblock (211) correspond one by one and are fixed in the top surface that corresponds well hornblock (211), adjacent two go up all be fixed with between hornblock (312) and build a strip (311).
2. A semi-precast gird structure according to claim 1, wherein a plurality of said lower courses (111) and a plurality of said upper courses (311) are staggered.
3. A semi-precast ring beam structure according to claim 1, characterized in that each of the lower and upper rails (111, 311) is formed by splicing a plurality of hollow blocks (1111) end to end in a straight line.
4. The semi-precast ring beam structure of claim 1, wherein each middle steel beam (213) is formed by splicing a plurality of hollow steel beam strips (2131) end to end along a straight line, a first tenon (214) is fixed at one end of each hollow steel beam strip (2131), a first mortise (215) is formed at one end, away from the first tenon (214), of each hollow steel beam strip (2131), and each hollow steel beam strip (2131) is in mortise joint with the first tenon (214) on the adjacent hollow steel beam strip (2131) through the first mortise (215).
5. A semi-precast ring beam structure according to claim 4, characterized in that each of the center angle blocks (211) has a second tenon (212) fitted with the first tenon (215) and a second tenon (217) fitted with the first tenon (214) fixed to the outer surface thereof.
6. The semi-precast ring beam structure according to claim 5, wherein each of the hollow steel beam strips (2131) is formed with third mortises (216) on both side surfaces thereof.
7. A semi-precast ring beam structure according to claim 6, characterized in that each of the middle arched beams (22) has third tenons (221) fixed to both ends thereof, and each of the middle arched beams (22) is engaged with the corresponding third tenon groove (216) through the third tenons (221).
8. Semi-precast ring beam structure according to claim 1, characterized in that the thickness of the middle ring beam frame (21) is twice the thickness of the lower ring beam frame (11), and the thickness of the lower ring beam frame (11) is equal to the thickness of the upper ring beam frame (31).
9. A semi-precast gird structure according to claim 1, wherein the number of the central arched girders (22) is equal to the sum of the number of the lower ties (111) and the upper ties (311).
10. A construction method of a semi-precast ring beam, characterized in that the semi-precast ring beam is a semi-precast ring beam structure according to any one of the claims 1 to 9, the method comprising the steps of:
the method comprises the following steps: installing a bottom ring beam (1), filling a lower corner block (112) with hollow blocks (1111), enabling the four lower corner blocks (112) to be arranged in a rectangle and to be respectively positioned at four top corners of the rectangle, then using a plurality of hollow blocks (1111), enabling the hollow blocks (1111) to be connected end to form a strip-shaped lower building strip (111), filling a gap formed between the two lower corner blocks (112) with the lower building strip (111), and enabling the lower corner block (112) to be matched with the lower building strip (111) to form a lower ring beam frame (11); after cement is used for filling joints, a plurality of hollow building blocks (1111) which are adjacent end to end are reused to form lower ribs (12), and the lower ribs (12) are sequentially arranged inside a lower ring beam frame (11) along a straight line;
step two: mounting a middle ring beam (2), using hollow steel beam strips (2131) as middle corner blocks (211), and then using cement to enable the four middle corner blocks (211) to be fixed at the top ends of the four lower corner blocks (112) one by one; the first tenon (214) on one hollow steel beam strip (2131) is butted with the first mortise (215) on the other hollow steel beam strip (2131), so that the hollow steel beam strips (2131) are connected end to form a middle steel beam (213); then, a first mortise (215) and a first tenon (214) in the middle steel beam (213) are joggled with a second tenon (212) and a second mortise (217) on the middle corner block (211) to fill a gap formed between the two middle corner blocks (211) so as to form a middle ring beam frame (21); then, a third tenon (221) on the middle arched girder (22) is guided to be joggled with a corresponding third mortise (216) on the middle steel girder (213), so that the middle arched girders (22) are fixed in the middle ring girder frame (21) along straight lines;
step three: installing a top ring beam (3), using hollow blocks (1111) as upper corner blocks (312), and then using cement to enable the four upper corner blocks (312) to be fixed at the top ends of the four middle corner blocks (211) one by one; then, a plurality of hollow blocks (1111) are used, the hollow blocks (1111) are connected end to form a strip-shaped upper building strip (311), so that a gap formed between the two upper corner blocks (312) is filled up by the upper building strip (311), the upper building strip (311) is matched with the upper corner blocks (312) to form an upper girt frame (31), and after cement is used for filling joints; and forming an upper rib (32) by using a plurality of hollow building blocks (1111) which are adjacent from head to tail, sequentially arranging the upper ribs (32) inside the upper ring beam frame (31) along a straight line, guiding the upper ribs (32) to press the middle arched beam (22), and filling with cement and completing installation after pouring.
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Citations (29)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN87201154U (en) * | 1987-03-24 | 1988-01-06 | 陈庚申 | Prefabricated girth groove |
| CN1239528A (en) * | 1995-12-12 | 1999-12-22 | 摩诺泰克国际公司 | Concrete monocoque building construction |
| CN1717518A (en) * | 2002-10-08 | 2006-01-04 | D·W·鲍威尔 | Method and apparatus for precast and framed block element construction |
| JP4614151B1 (en) * | 2010-06-11 | 2011-01-19 | 株式会社三ツワ | Wooden truss beam structure |
| CN102094525A (en) * | 2011-01-07 | 2011-06-15 | 吴方伯 | Method for constructing reinforced concrete lintel |
| CN102605974A (en) * | 2012-03-26 | 2012-07-25 | 电联工程技术股份有限公司 | Counterweight ground beam for quick assembly type communication base station and method for assembling counterweight ground beam |
| NL2006783C2 (en) * | 2011-05-13 | 2012-11-14 | Verzuu Beheer B V | METHOD FOR CONSTRUCTING A BUILDING OF WALL ELEMENTS AND A BUILDING CONSTRUCTED WITH THE METHOD. |
| CN102777027A (en) * | 2012-08-17 | 2012-11-14 | 浙江大学 | Interlocking dismountable anti-cracking anti-seepage permanent beam template |
| CN203174880U (en) * | 2013-02-02 | 2013-09-04 | 株洲博尔曼科技发展有限公司 | Novel building block lintel |
| CN103276799A (en) * | 2013-05-23 | 2013-09-04 | 北京工业大学 | Industrialized assembly type pillar-running-through beam solid-web steel structure frame eccentric support system |
| DE202011110605U1 (en) * | 2011-01-17 | 2015-02-23 | Mako Gmbh & Co. Kg Schalungstechnik | A form assemblage |
| CN104763103A (en) * | 2015-04-11 | 2015-07-08 | 桂林理工大学 | Construction method of assembling-type prefabricated concrete ring beam |
| WO2015107369A1 (en) * | 2014-01-18 | 2015-07-23 | 4Wall Ip Ltd | Building panel assembly and method of manufacturing |
| CN105064545A (en) * | 2015-07-23 | 2015-11-18 | 株洲博尔曼科技发展有限公司 | Assembled integral type masonry wall assembling structure and construction method thereof |
| CN105064699A (en) * | 2015-07-31 | 2015-11-18 | 苏州市世好建材新技术工程有限公司 | Semi-automatic piling and building method for building |
| CN105484421A (en) * | 2015-12-14 | 2016-04-13 | 二十二冶集团第一建设有限公司 | Ring beam formwork bricks and building secondary structure filler wall ring beam construction method |
| WO2016087886A2 (en) * | 2014-12-03 | 2016-06-09 | Imre Szombathelyi | Element collection for composite building structures |
| CN106121039A (en) * | 2016-07-19 | 2016-11-16 | 西南科技大学 | Villages and small towns masonry structure assembled integral ring beam and construction column combination technique |
| CN106121046A (en) * | 2016-06-17 | 2016-11-16 | 青岛埃克豪森木构工程有限公司 | A kind of house with double-layer structure |
| PL412577A1 (en) * | 2015-06-02 | 2016-12-05 | Andervision Spółka Z Ograniczoną Odpowiedzialnością | Self-supporting precast building element and method for erecting external walls of building objects made from precast building elements |
| CN107695551A (en) * | 2017-09-30 | 2018-02-16 | 武汉船用机械有限责任公司 | A kind of assembly tooling of ring beam and assembly method |
| CN207160414U (en) * | 2017-07-31 | 2018-03-30 | 中民筑友建筑科技（昆山）有限公司 | A kind of precast beam structure |
| CN108331198A (en) * | 2018-03-05 | 2018-07-27 | 西南科技大学 | A kind of novel fabricated reinforced concrete circle beam-constructional column method of construction |
| CN108343234A (en) * | 2018-05-02 | 2018-07-31 | 天津城建大学 | It can be used as modification module and its application of the cast-in-place ring beam template of hollowed-block masonry |
| CN207727843U (en) * | 2017-12-21 | 2018-08-14 | 哈尔滨达城绿色建筑技术开发股份有限公司 | A kind of glomeration assembled architecture collar tie beam |
| CN110541520A (en) * | 2019-09-02 | 2019-12-06 | 威海建设集团股份有限公司 | construction method of horizontal component of secondary structure of building engineering wall |
| CN209924544U (en) * | 2019-03-21 | 2020-01-10 | 合肥水泥研究设计院有限公司 | Novel concrete silo with firm structure |
| CN210421624U (en) * | 2019-04-29 | 2020-04-28 | 张大勇 | Building steel structure combination beam convenient to equipment |
| CN210976064U (en) * | 2019-05-24 | 2020-07-10 | 三一筑工科技有限公司 | Main beam and secondary beam connecting assembly and frame structure system |
-
2021
- 2021-02-08 CN CN202110169800.6A patent/CN112962863B/en active Active
Patent Citations (30)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN87201154U (en) * | 1987-03-24 | 1988-01-06 | 陈庚申 | Prefabricated girth groove |
| CN1239528A (en) * | 1995-12-12 | 1999-12-22 | 摩诺泰克国际公司 | Concrete monocoque building construction |
| CN1717518A (en) * | 2002-10-08 | 2006-01-04 | D·W·鲍威尔 | Method and apparatus for precast and framed block element construction |
| CN101269521A (en) * | 2002-10-08 | 2008-09-24 | D·W·鲍威尔 | Method and apparatus for precast and framed block element construction |
| JP4614151B1 (en) * | 2010-06-11 | 2011-01-19 | 株式会社三ツワ | Wooden truss beam structure |
| CN102094525A (en) * | 2011-01-07 | 2011-06-15 | 吴方伯 | Method for constructing reinforced concrete lintel |
| DE202011110605U1 (en) * | 2011-01-17 | 2015-02-23 | Mako Gmbh & Co. Kg Schalungstechnik | A form assemblage |
| NL2006783C2 (en) * | 2011-05-13 | 2012-11-14 | Verzuu Beheer B V | METHOD FOR CONSTRUCTING A BUILDING OF WALL ELEMENTS AND A BUILDING CONSTRUCTED WITH THE METHOD. |
| CN102605974A (en) * | 2012-03-26 | 2012-07-25 | 电联工程技术股份有限公司 | Counterweight ground beam for quick assembly type communication base station and method for assembling counterweight ground beam |
| CN102777027A (en) * | 2012-08-17 | 2012-11-14 | 浙江大学 | Interlocking dismountable anti-cracking anti-seepage permanent beam template |
| CN203174880U (en) * | 2013-02-02 | 2013-09-04 | 株洲博尔曼科技发展有限公司 | Novel building block lintel |
| CN103276799A (en) * | 2013-05-23 | 2013-09-04 | 北京工业大学 | Industrialized assembly type pillar-running-through beam solid-web steel structure frame eccentric support system |
| WO2015107369A1 (en) * | 2014-01-18 | 2015-07-23 | 4Wall Ip Ltd | Building panel assembly and method of manufacturing |
| WO2016087886A2 (en) * | 2014-12-03 | 2016-06-09 | Imre Szombathelyi | Element collection for composite building structures |
| CN104763103A (en) * | 2015-04-11 | 2015-07-08 | 桂林理工大学 | Construction method of assembling-type prefabricated concrete ring beam |
| PL412577A1 (en) * | 2015-06-02 | 2016-12-05 | Andervision Spółka Z Ograniczoną Odpowiedzialnością | Self-supporting precast building element and method for erecting external walls of building objects made from precast building elements |
| CN105064545A (en) * | 2015-07-23 | 2015-11-18 | 株洲博尔曼科技发展有限公司 | Assembled integral type masonry wall assembling structure and construction method thereof |
| CN105064699A (en) * | 2015-07-31 | 2015-11-18 | 苏州市世好建材新技术工程有限公司 | Semi-automatic piling and building method for building |
| CN105484421A (en) * | 2015-12-14 | 2016-04-13 | 二十二冶集团第一建设有限公司 | Ring beam formwork bricks and building secondary structure filler wall ring beam construction method |
| CN106121046A (en) * | 2016-06-17 | 2016-11-16 | 青岛埃克豪森木构工程有限公司 | A kind of house with double-layer structure |
| CN106121039A (en) * | 2016-07-19 | 2016-11-16 | 西南科技大学 | Villages and small towns masonry structure assembled integral ring beam and construction column combination technique |
| CN207160414U (en) * | 2017-07-31 | 2018-03-30 | 中民筑友建筑科技（昆山）有限公司 | A kind of precast beam structure |
| CN107695551A (en) * | 2017-09-30 | 2018-02-16 | 武汉船用机械有限责任公司 | A kind of assembly tooling of ring beam and assembly method |
| CN207727843U (en) * | 2017-12-21 | 2018-08-14 | 哈尔滨达城绿色建筑技术开发股份有限公司 | A kind of glomeration assembled architecture collar tie beam |
| CN108331198A (en) * | 2018-03-05 | 2018-07-27 | 西南科技大学 | A kind of novel fabricated reinforced concrete circle beam-constructional column method of construction |
| CN108343234A (en) * | 2018-05-02 | 2018-07-31 | 天津城建大学 | It can be used as modification module and its application of the cast-in-place ring beam template of hollowed-block masonry |
| CN209924544U (en) * | 2019-03-21 | 2020-01-10 | 合肥水泥研究设计院有限公司 | Novel concrete silo with firm structure |
| CN210421624U (en) * | 2019-04-29 | 2020-04-28 | 张大勇 | Building steel structure combination beam convenient to equipment |
| CN210976064U (en) * | 2019-05-24 | 2020-07-10 | 三一筑工科技有限公司 | Main beam and secondary beam connecting assembly and frame structure system |
| CN110541520A (en) * | 2019-09-02 | 2019-12-06 | 威海建设集团股份有限公司 | construction method of horizontal component of secondary structure of building engineering wall |
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