CN216428709U - Building curtain built-in fitting frock structure and building curtain - Google Patents
Building curtain built-in fitting frock structure and building curtain Download PDFInfo
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- CN216428709U CN216428709U CN202122881794.5U CN202122881794U CN216428709U CN 216428709 U CN216428709 U CN 216428709U CN 202122881794 U CN202122881794 U CN 202122881794U CN 216428709 U CN216428709 U CN 216428709U
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Abstract
The utility model provides a building curtain built-in fitting frock structure and building curtain, wherein building curtain built-in fitting frock structure includes: the top frame can be hung and buckled at the top end of the concrete beam steel reinforcement framework, and the hanging legs extend downwards from the top frame to one side of the concrete beam steel reinforcement framework; the pair of hanging legs are connected through a connecting frame, the pair of hanging legs and the connecting frame form a clamping side frame used for clamping the embedded part, and the clamping side frame faces the outer side of the concrete beam steel reinforcement framework. The utility model provides a building curtain built-in fitting frock structure and building curtain utilizes the building curtain built-in fitting frock structure of adjustable centre gripping side frame, combines the construction site to survey and draw in advance and accurate calculation assistance-localization real-time built-in fitting, makes things convenient for the aversion operation of built-in fitting to improve the positioning accuracy of built-in fitting in the building curtain construction, simplified location simultaneously, aversion operation, finally improve the efficiency of construction and greatly reduce and supplement the technology because of the follow-up adjustment of construction defect production, realize reducing construction cost.
Description
Technical Field
The utility model belongs to the technical field of the building curtain wall, more specifically say, relate to a building curtain wall built-in fitting frock structure and use its building curtain wall.
Background
At present, with the increasing requirements of people on the aesthetic property of the appearance and the use function of buildings, building curtain walls become important structural forms for the additional devices of the concrete beams of the buildings. The building curtain wall has the characteristics of high construction speed, light structural mass and easy maintenance, so the building curtain wall becomes a necessary component of a modern large building, becomes an important mark of modern, beautiful, living, energy-saving, low-carbon and safety of urban buildings, and is widely applied to the current buildings.
The building curtain wall embedded part is an important component of the building curtain wall, and a connecting node of the building curtain wall embedded part and a load-bearing structure of a concrete beam main body structure, namely a concrete beam steel reinforcement framework, is an important connecting node of the building curtain wall, so that the load and the effect born by the building curtain wall can be effectively and reliably transmitted to the concrete beam main body structure through the embedded part. Therefore, in the construction of the building curtain wall engineering, the quality of the embedded part, the embedding quality and the connection quality of the embedded part and the concrete beam steel bar framework adapter part have great influence on the safety performance and the service life of the building curtain wall. In the traditional construction of the building curtain wall embedded part, the embedded plate needs to be manually placed and fixed after being paid off one by one to position the spatial three-dimensional position of the embedded part, and the construction mode has the defects of complex operation, low efficiency, inaccurate positioning and easy influence on smooth displacement of the embedded plate, and easily causes the generation of subsequent adjustment and supplement processes, thereby improving the cost.
Therefore, the auxiliary construction structure of the existing building curtain wall embedded part is inaccurate in positioning, easily influences the displacement of the embedded plate, is complex to operate and low in efficiency, and therefore the subsequent adjustment and supplement process is easily generated to increase the cost, which is a technical problem to be solved urgently in the field.
SUMMERY OF THE UTILITY MODEL
The utility model discloses a solve the supplementary construction structure location of current building curtain built-in fitting inaccurate, easily influence the built-in plate and shift, and operate complicacy, inefficiency to easily lead to producing the technical problem that follow-up adjustment supplyes the technology and improve the cost, provide a building curtain built-in fitting frock structure and use its building curtain.
For solving the above problem, the utility model discloses a technical scheme be:
the utility model provides a building curtain built-in fitting frock structure, includes:
the top frame can be hung and buckled at the top end of the concrete beam steel reinforcement framework, and the hanging legs extend downwards from the top frame to one side of the concrete beam steel reinforcement framework;
the pair of hanging legs are connected through a connecting frame, the pair of hanging legs and the connecting frame form a clamping side frame used for clamping the embedded part, and the clamping side frame faces the outer side of the concrete beam steel reinforcement framework.
Further, the head-mounted frame includes: the buckling legs extend downwards from one end of the cross beam to the other side of the concrete beam steel reinforcement framework;
the hanging legs are arranged at the other end of the cross beam, and the buckling legs, the cross beam and the hanging legs form a buckling hanging frame which can be clamped at the top end of the concrete beam steel reinforcement framework.
Preferably, the middle part of the hanging leg is provided with a first hollow sliding block frame, and the outer side surface of the connecting frame is matched with the inner side surface of the first hollow sliding block frame;
the pair of buckling hanging frames are correspondingly and movably connected with the connecting frame through the pair of first hollow sliding block frames respectively, and the width of the clamping side frame is adjusted by adjusting the distance between the pair of hanging legs.
Preferably, the connecting frame is provided with a pair of hollow lifting frames at intervals, and the outer side surfaces of the pair of hanging legs are respectively matched with the corresponding inner side surfaces of the pair of hollow lifting frames;
the connecting frame is correspondingly and movably connected with the hanging legs through the hollow lifting frames, and the height of the connecting frame relative to the cross beam is adjusted to adjust the height of the clamping side frame.
Further, still include: at least one stringer connected between a pair of cross beams;
the top end of the cross beam is provided with a second hollow sliding block frame corresponding to the longitudinal beam, and the outer side surface of the longitudinal beam is matched with the inner side surface of the corresponding second hollow sliding block frame;
the buckling hanging frame is correspondingly and synchronously movably connected with the connecting frame and the longitudinal beam through the corresponding first hollow sliding block frame and the corresponding second hollow sliding block frame.
Preferably, the pair of longitudinal beams are connected between the respective ends of the pair of cross beams, respectively.
Preferably, the longitudinal beams, the connecting frames, the hanging legs and the cross beams are all of hollow frame structures.
Preferably, the cross sections of the longitudinal beams, the connecting frames, the hanging legs and the cross beams are all rectangular.
The utility model also provides a building concrete beam, which comprises a floor surface and a concrete beam layer section which are laid layer by layer;
concrete beam template has been adopted in laying of concrete beam interval, and this concrete beam template includes: the floor surface connecting plate is vertically connected with the vertical plate, and the bottom end of the other side of the vertical plate is provided with a concrete beam connecting plate vertically connected with the vertical plate; the construction curtain wall embedded part tool structure is adopted for laying the embedded parts of the concrete beam layer;
concrete beam framework of steel reinforcement adopts the reinforcing bar to make, and the built-in fitting includes: the clamping side frame is matched with the clamping side frame, the clamping side frame is provided with a plurality of clamping pins, the clamping side frame is provided with a clamping groove, the clamping groove is matched with the clamping side frame, the clamping groove is provided with a clamping groove;
according to the actual construction condition of the building and the size of the tool structure of the embedded part of the building curtain wall, the size of the clamping side frame is adjusted through calculation, and the embedded part is clamped on the clamping side frame;
arranging an overhead frame of the building curtain wall embedded part tool structure at a corresponding position of the top end of a concrete beam steel reinforcement framework according to the pre-horizontal plane positioning, extending one side of the overhead frame to the top end of a floor connecting plate, extending the other side of the overhead frame provided with hanging legs to the outer side of the concrete beam steel reinforcement framework facing the outside of a floor, and welding pins of the embedded part with the concrete beam steel reinforcement framework;
the construction curtain wall embedded part tool structure is dismounted from the concrete beam steel reinforcement framework, the embedded parts, the concrete beam layer section and the floor surface are cast into a whole through concrete, and the concrete beam layer section laying of the floor layer is completed.
The building curtain wall is arranged on the outer side of the building concrete beam, and a plurality of embedded parts are arranged on the concrete beam steel reinforcement framework at intervals; the mounting side plates of the embedded parts extend out of the building concrete beam, and the building curtain wall is mounted on the embedded parts of one or more layers of multiple concrete beam intervals.
Compared with the prior art, the utility model provides a building curtain built-in fitting frock structure and building curtain utilizes the building curtain built-in fitting frock structure of adjustable centre gripping side frame, combine the construction site to survey and draw in advance and accurate calculation assistance-localization real-time built-in fitting to the aversion operation of built-in fitting has been made things convenient for, thereby the positioning accuracy of built-in fitting in the building curtain construction has been improved, the location has been simplified simultaneously, the aversion operation, finally, the efficiency of construction has been improved and greatly reduced and the follow-up adjustment of production supplements the technology because of construction defect, realize reducing construction cost.
Drawings
Fig. 1 is a schematic structural view of an embodiment of a tool structure for an embedded part of a building curtain wall, according to the present invention, after the tool structure is assembled with the embedded part;
FIG. 2 is a schematic view of the construction curtain wall embedded part fixture structure in FIG. 1 and an explosion structure of the embedded part after the embedded part is disassembled;
fig. 3 is a schematic structural view of a fastening hanger according to an embodiment of the fixture structure for building curtain wall embedded parts provided by the present invention;
fig. 4 is a schematic structural diagram of a connecting frame of an embodiment of a building curtain wall embedded part tool structure provided by the present invention;
FIG. 5 is a schematic structural view of the clamping side frame of the building curtain wall embedded part fixture structure of FIG. 1 after adjustment and enlargement;
fig. 6 is a schematic view of a local explosion structure of a connecting frame of another embodiment of a building curtain wall embedded part fixture structure provided by the present invention after the connecting frame is detached from a hanger;
fig. 7 is a schematic view of an assembly structure of the building curtain wall embedded part fixture structure for mounting the embedded part on the concrete beam template when laying a concrete beam layer section according to an embodiment of the present invention;
FIG. 8 is a schematic view of the construction curtain wall embedded part fixture structure in FIG. 7 and the structure of the embedded part after disassembly;
FIG. 9 is a schematic structural view of a concrete beam form used in laying concrete beam segments of an embodiment of the present invention of an architectural curtain wall;
fig. 10 is a schematic structural view of a concrete beam steel reinforcement cage used when a concrete beam layer section of an embodiment of the building curtain wall according to the present invention is laid;
fig. 11 is a schematic structural diagram of the building curtain wall embedded part fixture structure in fig. 8 and a state that the whole formed by the embedded parts after the embedded parts are assembled is not assembled on the concrete beam formwork in fig. 7.
Wherein, in the drawings, the reference numerals are mainly as follows:
1-a head-frame; 10-buckling a hanging rack; 11-a cross beam; 12-buckling legs; 13-a stringer; 2-concrete beam reinforcement cage; 3, hanging legs; 4-a connecting frame; 41-clamping the side frame; 5-a first hollow slider frame; 6-a hollow lifting frame; 7-a second hollow slider frame; 8-concrete beam formwork; 81-vertical plate; 82-floor interfacing plate; 83-concrete beam layer connection plate; 9-embedded parts; 91-mounting side plates; 92-soldering pins; 93-welding rod.
Detailed Description
In order to make the technical problems, technical solutions and advantageous effects to be solved by the present invention more clearly understood, the present invention will be further described in detail with reference to the accompanying drawings 1 to 11 and the embodiments.
Referring to fig. 1-6, the utility model provides a building curtain built-in fitting 9 frock structure, includes: the concrete beam steel reinforcement frame comprises a pair of overhead frames 1 capable of being hung and buckled at the top end of a concrete beam steel reinforcement frame 2, hanging legs 3 extending downwards from the overhead frames 1 to one side of the concrete beam steel reinforcement frame 2, the hanging legs 3 are connected through a connecting frame 4, the hanging legs 3 and the connecting frame 4 form a clamping side frame 41 used for clamping an embedded part 9, and the clamping side frame 41 faces the outer side of the concrete beam steel reinforcement frame 2.
In the present embodiment, the overhead frame 1 includes: the concrete beam reinforcing cage comprises a cross beam 11 arranged at the top end of the concrete beam reinforcing cage 2 and buckling legs 12 vertically extending downwards from one end of the cross beam 11 to the other side of the concrete beam reinforcing cage 2; the hanging legs 3 are provided at the other end of the cross beam 11, the buckling legs 12, the cross beam 11 and the hanging legs 3 constitute a buckling hanger 10 of an approximate fold-back type which can be clamped at the top end of the concrete beam steel reinforcement framework 2, and the buckling hanger is hung and buckled at the top end of the concrete beam steel reinforcement framework 2 through a semi-enclosed structure formed by the buckling legs 12, the cross beam 11 and the hanging legs 3.
Referring to fig. 1-5, as an embodiment, a first hollow slider frame 5 is disposed in the middle of each hanging leg 3, the outer side surface of the connecting frame 4 is matched with the inner side surface of the first hollow slider frame 5, a pair of corresponding first middle slider frames of the pair of buckling hanging frames 10 are respectively threaded onto the connecting frame 4 from two ends of the connecting frame 4, or sequentially threaded onto the connecting frame 4 from one end of the connecting frame 4 (or conversely, the connecting frame 4 is sequentially threaded onto a pair of corresponding first middle slider frames of the pair of buckling hanging frames 10), so that the pair of buckling hanging frames 10 can be respectively and correspondingly movably connected with the connecting frame 4 through the pair of first hollow slider frames 5, and the distance between the pair of hanging legs 3 (i.e. the horizontal distance when the pair of hanging legs are assembled on the concrete beam steel reinforcement cage 2) is adjusted to adjust the width of the clamping side frame 41 enclosed by the pair of hanging legs 3 and the connecting frame 4 clamped between the pair of hanging legs 3, the tool structure for building curtain wall embedded parts 9 provided by the embodiment can adapt to the size change of the embedded parts 9 in the horizontal direction, and the universality of the tool structure is improved.
Referring to fig. 6, as another embodiment, the hanging legs 3 are smooth continuous structural members, and a pair of hollow lifting frames 6 are disposed on the connecting frame 4 at intervals, outer side surfaces of the pair of hanging legs 3 are respectively matched with corresponding inner side surfaces of the pair of hollow lifting frames 6, the pair of hollow lifting frames 6 of the connecting frame 4 synchronously penetrate upward in the vertical direction onto the corresponding pair of hanging legs 3 of the pair of buckling hangers 10 (or conversely, the corresponding pair of hanging legs 3 of the pair of buckling hangers 10 synchronously penetrate downward in the vertical direction through the corresponding pair of hollow lifting frames 6 of the connecting frame 4), so that the connecting frame 4 is respectively movably connected with the pair of hanging legs 3 through the pair of hollow lifting frames 6, and the height of the connecting frame 4 relative to the cross beam 11 (or the height of the lowest end of the corresponding hanging leg 3) and the distance between the connecting frame 4 and the cross beam 11 (i.e., the top frame 1) (i.e., the distance between the connecting frame 4 and the cross beam 11 (i.e., the top frame 1) when the connecting frame is assembled on the concrete beam steel reinforcement framework 2 Distance) to adjust the height of the clamping side frame 41 formed by the pair of hanging legs 3 and the connecting frame 4 clamped between the pair of hanging legs 3, that is, the tool structure of the building curtain wall embedded part 9 provided by the embodiment can adapt to the size change of the embedded part 9 in the vertical direction, and the presetting of the tool structure of the building curtain wall embedded part 9 on the height of the embedded part 9 assembled on the grid structure can also adapt to the change of the assembled position of the embedded part 9 and the grid structure in the height direction (i.e. the vertical direction) of the grid structure, thereby further improving the universality of the tool structure.
In a preferred embodiment, the end (i.e., the bottom end) of the fastening leg 12 extends downward to the same level (i.e., the same height) as the bottom end surface of the fastening leg 12 and the connecting frame 4, so that the fastening hanger 10 is fastened to the concrete beam steel reinforcement cage 2 more firmly.
Referring to fig. 1 and 2, in an embodiment, the method further includes: at least one longitudinal beam 13 connected between the pair of cross beams 11; the top end of the cross beam 11 is provided with a second hollow sliding block frame 7 corresponding to the longitudinal beam 13, and the outer side surface of the longitudinal beam 13 is matched with the inner side surface of the corresponding second hollow sliding block frame 7; the sliding direction of the second hollow slider frame 7 is synchronous with that of the first hollow slider frame 5, and the cross beam 11 successively passes through a corresponding pair of first hollow slider frames of the pair of buckling hangers 10 along the horizontal direction, namely, the buckling hangers 10 are correspondingly and synchronously movably connected with the connecting frame 4 and the longitudinal beam 13 through the corresponding first hollow slider frame 5 and the second hollow slider frame 7 respectively.
As a preferred embodiment, the pair of longitudinal beams 13 are respectively connected between the two corresponding ends of the pair of cross beams 11, that is, the pair of longitudinal beams 13 and the pair of cross beams 11 constitute a top square frame structure of the building curtain wall embedded part 9 tooling structure, and through the top square frame structure, the building curtain wall embedded part 9 tooling structure can be more stably hung and fastened on the top end of the concrete beam steel reinforcement framework 2. As a better implementation mode, two ends of the pair of longitudinal beams 13 respectively extend towards two sides along the horizontal direction after penetrating through the corresponding second hollow slider frames 7, so that the top of the building curtain wall embedded part 9 tool structure forms a double-H-shaped structure, and the stability of the hanging buckle of the building curtain wall embedded part 9 tool structure is further improved.
As a preferred embodiment, the longitudinal beam 13, the connecting frame 4, the hanging leg 3 and the cross beam 11 are all of a hollow frame structure, so that the dead weight of the tool structure of the building curtain wall embedded part 9 is reduced to the maximum extent, and the cross sections of the longitudinal beam 13, the connecting frame 4, the hanging leg 3 and the cross beam 11 are all rectangular, so that the tool structure of the building curtain wall embedded part 9 is easy to process, and the production cost is reduced.
Referring to fig. 7 to 11 together, the present invention also provides a construction concrete beam, preferably a construction concrete beam used as a civil engineering beam-column structure, including a floor surface and a concrete beam-column section laid layer by layer, the floor surface of each layer being connected to the top end of the concrete beam-column section, and there is no corresponding concrete beam-column section in one layer (i.e., the bottom layer) of a set building.
In this embodiment, the concrete beam formwork 8 is used for laying the concrete beam interval, and the concrete beam formwork 8 includes: the building comprises a vertical plate 81 which is vertically arranged, wherein a floor surface connecting plate 82 which is vertically connected with the vertical plate 81 is arranged at the top end of one side of the vertical plate 81, and a concrete beam connecting plate 83 which is vertically connected with the vertical plate 81 is arranged at the bottom end of the other side of the vertical plate 81; the construction curtain wall embedded part 9 tool structure is adopted for laying the concrete beam layer; wherein, concrete beam framework of steel reinforcement includes a plurality of steel reinforcement frames that extend the setting along the horizontal direction interval, and this steel reinforcement frame is for setting up the rectangular frame on vertical face, and a plurality of steel reinforcement frames are equipped with a plurality of muscle of indulging respectively on its top and bottom, should indulge the muscle and connect gradually a plurality of steel reinforcement frames into concrete beam framework of steel reinforcement 2 whole that the reinforcing bar was made. As a preferred embodiment, when the tooling structure of the building curtain wall embedded part 9 is fastened to the top end of the concrete beam steel reinforcement framework 2, the bottom ends of the pair of hanging legs 3 extend downwards until penetrating through a grid formed between a longitudinal bar at the bottom end of the concrete beam steel reinforcement framework 2 and the steel reinforcement framework, and abut against the concrete beam layer connecting plate 83.
In this embodiment, the embedded part 9 includes: a mounting side plate 91 matched with the clamping side frame 41, a plurality of welding pins 92 vertically extending outwards from one end surface of the mounting side plate 91, and welding rods 93 arranged in parallel at the tail ends of the welding pins 92.
The utility model provides a 9 frock structures of building curtain built-in fitting are applied to the utility model provides a concrete beam layer section of building curtain lays and the follow-up step of pouring the construction as follows:
firstly, according to a pre-mapped on-site position distribution diagram and an elevation size of the embedded parts 9, manufacturing a civil engineering beam column size control line on site, and marking out the embedded control line of each embedded part 9 on a reinforcing steel bar of a concrete beam reinforcing steel bar framework 2 by using a red pen according to the on-site concrete condition; before the embedded part 9 and the civil engineering branch side mold are embedded, the embedded part 9 is positioned in the horizontal direction for division, and division lines of the embedded part 9 are bounced at the outer edge of the bottom mold;
secondly, civil engineering is carried out to support the side formwork, a concrete beam layer connecting plate 83 of the concrete beam formwork 8 is arranged at the top end of the concrete beam layer of the next layer which is paved, a floor surface connecting plate 82 of the concrete beam formwork 8 is arranged at the top end of the floor surface of the current layer which is paved in advance, the axial direction of the concrete beam steel reinforcement framework 2 is arranged along the direction parallel to the axial direction of the concrete beam formwork 8, the bottom end of the concrete beam steel reinforcement framework is arranged on the concrete beam layer connecting plate 83, the top end of the concrete beam steel reinforcement framework 2 is flush with the floor surface connecting plate 82, and steel bars at the bottom end of the concrete beam steel reinforcement framework 2 are bound and fixed with steel bars exposed from the top end of the concrete beam layer of the next layer which is paved;
then, obtaining accurate adjustment quantity by calculating by utilizing a site position distribution diagram and an elevation size of the pre-mapped embedded part 9 and combining the size of the fixture structure of the embedded part 9 of the building curtain wall, and adjusting the horizontal size of the clamping side frame 41 of the fixture structure of the embedded part 9 of the building curtain wall according to the accurate adjustment quantity; when the horizontal dimension of the embedded part 9 is matched with the horizontal dimension of the clamping side frame 41 of the tool structure of the building curtain wall embedded part 9 and does not need to be changed, if the height position of the embedded part 9 needs to be adjusted, the tool structure of the building curtain wall embedded part 9 provided by the embodiment of adjusting the height position of the clamping side frame 41 is used, the height position of the embedded part is adjusted, and the embedded part 9 is clamped and temporarily fixed on the clamping side frame 41;
then, according to the preset grid elastic line horizontal plane positioning, accurately aligning the tool structure of the building curtain wall embedded part 9 to a horizontal plane positioning mark made by a grid elastic line, and placing the overhead frame 1 of the tool structure of the building curtain wall embedded part 9 at the corresponding position of the top end of the concrete beam steel reinforcement framework 2 to realize the preliminary positioning of the height and the horizontal direction of the overhead frame; one side of the overhead frame 1 extends to the top end of the floor surface connecting plate 82, and the other side of the overhead frame 1, provided with the hanging legs 3, extends to the outer side of the concrete beam steel reinforcement framework 2 facing the outside of a floor; repeatedly checking the positioning accuracy of the embedded part 9 to confirm that no error exists, fixedly connecting a welding pin 92 of the embedded part 9 with the concrete beam steel reinforcement framework 2 through spot welding, and detaching the building curtain wall embedded part 9 tool structure from the concrete beam steel reinforcement framework 2 after welding is completed;
then, the positioning of the embedded part 9 is calibrated again, and the embedded part is finally fixed after final calibration so as to avoid displacement during concrete pouring; numbering the first embedded parts 9 counted from the right side of the axis of the embedded parts 9 from right to left according to the distribution condition of the embedded parts 9 in the embedded part 9 construction drawing, embedding the first to the first embedded parts 9, and filling the embedding condition of the embedded parts 9 by using an embedded part 9 inspection table;
finally, after the embedded parts 9 are embedded, the concrete beam steel reinforcement framework 2, the embedded parts 9, the next layer of concrete beam layer section and the floor surface of the next layer are cast into a whole through concrete, and the concrete beam layer section of the next layer is laid; when concrete is poured and tamped, attention is paid to protecting the embedded parts; the vibrating time of the vibrating rod for concrete construction is prolonged at the edge of the embedded part, and the concrete at the periphery of the embedded part needs to be cast and tamped, so that the phenomena of slurry leakage and hollowing are avoided, and the quality of the embedded part is influenced.
The utility model also comprises a building curtain wall which is arranged outside the concrete beam layer, and a plurality of embedded parts 9 are arranged on the concrete beam steel reinforcement framework 2 at intervals; the mounting side plates 91 of the embedment 9 protrude from the concrete beam interval, and the glass screens are mounted on the embedments 9 of a plurality of concrete beam intervals of one or more layers thereof.
The above description is only exemplary of the present invention and should not be construed as limiting the present invention, and any modifications, equivalents and improvements made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.
Claims (10)
1. The utility model provides a building curtain built-in fitting frock structure which characterized in that includes:
the hanging legs extend downwards from the overhead frame to one side of the concrete beam steel reinforcement framework;
the pair of hanging legs are connected through a connecting frame, the pair of hanging legs and the connecting frame form a clamping side frame used for clamping the embedded part, and the clamping side frame faces the outer side of the concrete beam steel reinforcement framework.
2. The building curtain wall embedded part tool structure of claim 1, wherein:
the overhead frame includes: the buckling legs extend downwards from one end of the cross beam to the other side of the concrete beam steel reinforcement framework;
the hanging legs are arranged at the other end of the cross beam, and the buckling legs, the cross beam and the hanging legs form a buckling hanging frame which can be clamped at the top end of the concrete beam steel reinforcement framework.
3. The building curtain wall embedded part tool structure of claim 2, wherein:
the middle parts of the hanging legs are provided with first hollow sliding block frames, and the outer side surfaces of the connecting frames are matched with the inner side surfaces of the first hollow sliding block frames;
the pair of buckling hanging frames are correspondingly and movably connected with the connecting frame through the pair of first hollow sliding block frames respectively, and the distance between the pair of hanging legs is adjusted so as to adjust the width of the clamping side frame.
4. The building curtain wall embedded part tool structure of claim 2, wherein:
the connecting frame is provided with a pair of hollow lifting frames at intervals, and the outer side surfaces of the pair of hanging legs are respectively matched with the corresponding inner side surfaces of the pair of hollow lifting frames;
the connecting frame is correspondingly and movably connected with the hanging legs through the hollow lifting frames, and the height of the connecting frame relative to the cross beam is adjusted to adjust the height of the clamping side frame.
5. The building curtain wall embedded part tool structure of claim 3, wherein:
further comprising:
at least one longitudinal beam connected between a pair of said cross beams;
the top end of the cross beam is provided with a second hollow sliding block frame corresponding to the longitudinal beam, and the outer side surface of the longitudinal beam is matched with the inner side surface of the corresponding second hollow sliding block frame;
the buckling hanging frame is correspondingly and synchronously movably connected with the connecting frame and the longitudinal beam through the corresponding first hollow sliding block frame and the corresponding second hollow sliding block frame.
6. The building curtain wall embedded part tool structure of claim 5, wherein:
the pair of longitudinal beams are respectively connected between the two corresponding ends of the pair of cross beams.
7. The building curtain wall embedded part tool structure of claim 5, wherein:
the longitudinal beams, the connecting frames, the hanging legs and the cross beams are all of hollow frame structures.
8. The building curtain wall embedded part tool structure of claim 5, wherein:
the cross sections of the longitudinal beams, the connecting frames, the hanging legs and the cross beams are rectangular.
9. A building curtain wall comprises a floor surface and a concrete beam layer section which are laid layer by layer, wherein the floor surface of each layer is connected to the top end of the concrete beam layer section of the layer connected with the concrete beam layer section of the upper layer;
concrete beam formwork has been adopted in the laying of concrete beam interval, and this concrete beam formwork includes: the concrete beam connecting plate is vertically connected with the vertical plate; the construction curtain wall embedded part construction method is characterized in that the concrete beam layer section is laid by adopting the construction curtain wall embedded part tooling structure as claimed in any one of claims 1 to 8;
the built-in fitting includes: the clamping side frame is matched with the clamping side frame, the clamping side frame is provided with a plurality of clamping side frames, the clamping side frames are matched with the clamping side frame, the clamping side frames are provided with a plurality of welding pins extending outwards from one end face of each clamping side frame, and welding rods arranged in parallel are arranged at the tail ends of the welding pins;
according to the actual construction condition of the building and the size of a tool structure of an embedded part of a building curtain wall, the size of a clamping side frame is adjusted through calculation, and the embedded part is clamped on the clamping side frame;
arranging an overhead frame of a building curtain wall embedded part tool structure at a corresponding position of the top end of the concrete beam steel reinforcement framework according to the pre-horizontal plane positioning, extending one side of the overhead frame to the top end of the floor surface connecting plate, extending the other side of the overhead frame, provided with the hanging legs, to the outer side of the concrete beam steel reinforcement framework facing the outside of a floor, and welding pins of the embedded part with the concrete beam steel reinforcement framework;
and unloading the building curtain wall embedded part tool structure from the concrete beam steel reinforcement framework, and pouring the concrete beam steel reinforcement framework, the embedded part and the floor surface of the floor into a whole through concrete to finish the concrete beam layer section laying of the floor.
10. The building curtain wall of claim 9, wherein the building curtain wall is installed outside the concrete beam interval, and a plurality of the embedded parts are installed on the concrete beam steel reinforcement framework at intervals; the mounting side plates of the embedded parts extend out of the concrete beam layer sections, and the building curtain wall is mounted on the embedded parts of the plurality of concrete beam layer sections of one or more layers.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122881794.5U CN216428709U (en) | 2021-11-23 | 2021-11-23 | Building curtain built-in fitting frock structure and building curtain |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122881794.5U CN216428709U (en) | 2021-11-23 | 2021-11-23 | Building curtain built-in fitting frock structure and building curtain |
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| CN216428709U true CN216428709U (en) | 2022-05-03 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116240984A (en) * | 2023-05-11 | 2023-06-09 | 中国二十二冶集团有限公司 | Built-in fitting connection structure for curtain wall |
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2021
- 2021-11-23 CN CN202122881794.5U patent/CN216428709U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116240984A (en) * | 2023-05-11 | 2023-06-09 | 中国二十二冶集团有限公司 | Built-in fitting connection structure for curtain wall |
| CN116240984B (en) * | 2023-05-11 | 2023-08-18 | 中国二十二冶集团有限公司 | Built-in fitting connection structure for curtain wall |
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