CN114033069A - Structure for hiding width of door frame by wall - Google Patents
Structure for hiding width of door frame by wall Download PDFInfo
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- CN114033069A CN114033069A CN202111501849.3A CN202111501849A CN114033069A CN 114033069 A CN114033069 A CN 114033069A CN 202111501849 A CN202111501849 A CN 202111501849A CN 114033069 A CN114033069 A CN 114033069A
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- width
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- 230000008878 coupling Effects 0.000 claims abstract description 5
- 238000010168 coupling process Methods 0.000 claims abstract description 5
- 238000005859 coupling reaction Methods 0.000 claims abstract description 5
- 238000001514 detection method Methods 0.000 claims description 56
- 230000003014 reinforcing effect Effects 0.000 claims description 18
- 239000011248 coating agent Substances 0.000 claims description 7
- 238000000576 coating method Methods 0.000 claims description 7
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 4
- 239000004567 concrete Substances 0.000 description 56
- 238000010276 construction Methods 0.000 description 10
- 239000003795 chemical substances by application Substances 0.000 description 5
- 238000009434 installation Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 230000032258 transport Effects 0.000 description 3
- 239000010705 motor oil Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000011381 foam concrete Substances 0.000 description 1
- 239000003550 marker Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- 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
- E04B1/38—Connections for building structures in general
- E04B1/388—Separate connecting elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- 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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
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- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B1/00—Border constructions of openings in walls, floors, or ceilings; Frames to be rigidly mounted in such openings
- E06B1/56—Fastening frames to the border of openings or to similar contiguous frames
- E06B1/58—Fastening frames to the border of openings or to similar contiguous frames by filling up the joints, e.g. by cementing
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- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
- E06B1/00—Border constructions of openings in walls, floors, or ceilings; Frames to be rigidly mounted in such openings
- E06B1/56—Fastening frames to the border of openings or to similar contiguous frames
- E06B1/60—Fastening frames to the border of openings or to similar contiguous frames by mechanical means, e.g. anchoring means
- E06B1/6015—Anchoring means
- E06B1/6038—Anchoring means specially adapted for being embedded in the wall
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model relates to a borrow structure that door frame width was hidden to wall body relates to the sparse building field, and in order to solve the setting of building itself, partial stairwell size is restricted, directly enlarges the distance of stairwell between two sparse doors, influences the problem that other inside arranging of building easily, and it includes wall body and door frame, wall body includes the basic body and connector, seted up on the connector and dredged the mouth, the door frame is pre-buried in the connector, and be located sparse mouth department, be provided with on the connector and be used for the coupling assembling with basic body coupling. This application has the effect that reduces the influence of other inside arrangements of building behind the standard size setting of stairwell.
Description
Technical Field
The application relates to the technical field of evacuation buildings, in particular to a structure for hiding the width of a door frame by using a wall body.
Background
An evacuation door is a building involved in a commercial or residential building for rapid evacuation and escape.
The requirement of the distance between the evacuation doors on two sides of a building body in business or residence is required to be not less than 5 meters, but the requirement is to be improved because the size of the evacuation doors and the size of the building are limited, the size of a part of staircases is directly enlarged, and the distance between the staircases between the two evacuation doors is easily influenced.
Disclosure of Invention
In order to reduce the influence on other arrangements in the building after the standard size of the staircase is set, the application provides a structure for hiding the width of a door frame by using a wall body.
The application provides a structure of door frame width is hidden to borrow wall body adopts following technical scheme:
the utility model provides a borrow structure that door frame width was hidden to wall body, includes wall body and sparse door frame, the wall body includes basic body and connector, seted up the sparse mouth on the connector, sparse door frame is pre-buried in the connector, and is located sparse mouth department, be provided with the coupling assembling that is used for being connected with basic body on the connector.
By adopting the technical scheme, the connecting body is poured in advance in a factory, an operator pre-embeds the evacuation door frame in the connecting body, transports the connecting body to a construction site, installs the connecting assembly, pours concrete to finally form a foundation body, and at the moment, the connecting assembly is poured in the foundation body; the evacuation door frame is pre-buried at the wall body internally to hinge evacuation door on the evacuation door frame, bury the setting of wall body through evacuation door frame, reduced the required installation space of evacuation door frame, reduce the influence of other inside arrangements of building behind the standard size setting of staircase, and couple together prefabricated connector and the fastening of foundation body through coupling assembling.
Optionally, the connecting assembly includes an embedded shell, an embedded insert block and a pouring connection pipe, the embedded shell is embedded in one side of the foundation body close to the connecting body, an embedded jack is formed in the embedded shell, one part of the embedded insert block is embedded in the connecting body, and the other part of the embedded insert block is inserted into the embedded jack; the pouring connecting pipe is connected with the embedded shell and communicated with the embedded jack, and one end of the pouring connecting pipe, which is far away from the embedded shell, protrudes out of the side wall of the foundation body.
By adopting the technical scheme, the embedded shell is sleeved on the embedded insert block through the embedded insert hole, concrete is poured, and finally a foundation body is formed, and at the moment, the embedded shell is poured in the concrete; finally, one end of the pouring connecting pipe, which is far away from the direction of the embedded shell, is exposed in the air, and concrete is injected into the embedded jacks from the pipe orifice of the pouring connecting pipe to fill gaps of the embedded jacks; and the concrete is used as a connecting agent to connect the embedded insert block and the embedded shell together in a fastening manner, so that the prefabricated connecting body and the foundation body are connected together in a fastening manner.
Optionally, a detection rope is further arranged in the pouring connecting pipe, one end of the detection rope penetrates through the pouring connecting pipe to be connected to the inner side wall of the embedded jack, and the other end of the detection rope penetrates out from one end, far away from the direction of the embedded shell, of the pouring connecting pipe.
By adopting the technical scheme, the detection test can be carried out by utilizing the redundant embedded shell on the construction site, the concrete is directly filled in the embedded jack, the detection rope is pulled, and the pulling force required by the detection rope completely wrapped by the concrete is observed; injecting concrete into the embedded jack from the mouth of the pouring connecting pipe at the later stage, pulling the detection rope again, manually judging whether the strength used in the previous detection is used or not, so as to judge whether the concrete is filled in the gap of the embedded jack or not, and approaching to the end of filling or continuing to fill according to the detection result; through the detection of the detection rope, the connection effect of the embedded insert block and the embedded shell when the concrete is used as a connecting agent is improved.
Optionally, one end of the detection rope, which is far away from the direction of the embedded shell, is provided with a pull ring, and the detection rope is further provided with a detection mark along the length direction of the detection rope.
By adopting the technical scheme, the detection test can be carried out by utilizing the redundant embedded shell on the construction site, concrete is directly filled in the embedded jack, the pull ring is pulled by utilizing a tensile machine until the detection rope moves, and the numerical value of the tensile machine is observed to obtain the tensile force required by pulling the detection rope after the detection rope is completely wrapped by the concrete; after the concrete is injected into the pre-buried jack from the mouth of the pouring connecting pipe in the later stage, an operator pulls the pull ring through a tensile machine and observes the numerical value of the tensile machine so as to judge whether the concrete in the pre-buried jack is full or not; at this time, once the detection rope is broken, the detection mark can be used as a standby scheme to observe whether the pulled-out length of the detection rope is consistent with the previous test.
Optionally, one end of the pouring connecting pipe, which is far away from the direction of the embedded shell, is communicated with a convergence pipe, an orifice of the convergence pipe, which is far away from the direction of the pouring connecting pipe, is smaller than an orifice of the convergence pipe, which is close to the direction of the pouring connecting pipe, and an orifice of the convergence pipe, which is far away from the direction of the pouring connecting pipe, is arranged in a direction away from the ground.
Through adopting above-mentioned technical scheme, because the concrete has mobility, the convergence of convergent pipe, the mouth of pipe towards deviating from the ground direction setting of pouring the even pipe direction is kept away from including the convergent pipe, has alleviateed the concrete when filling to pre-buried jack, because the phenomenon of the narrow and small concrete refluence in space.
Optionally, the convergent tube is detachably connected with the pouring connecting tube, and an anti-sticking coating is arranged on the inner side wall of the convergent tube.
Through adopting above-mentioned technical scheme, anti-adhesion coating reduces the intraductal lateral wall adhesion concrete of convergent pipe to reduce the jam condition of convergent pipe in the use, reduced the washing degree of difficulty of convergent pipe after the convergent pipe is pulled down, realized the used repeatedly of convergent pipe.
Optionally, a clearance fit is arranged between the embedded insert and the embedded jack, and a threaded groove is formed in the side wall of the embedded insert around the circumferential direction of the embedded insert.
Through adopting above-mentioned technical scheme, when the concrete fills to pre-buried jack, the concrete is full of the clearance between pre-buried jack inside wall and the pre-buried inserted block, and the concrete is as the connecting agent this moment, and the setting of thread groove makes the existence of thread groove tank bottom to the area of contact of concrete and pre-buried inserted block has been increased, thereby has further strengthened the joint strength between pre-buried inserted block and the pre-buried shell.
Optionally, a reinforcing ring plate is arranged at one end of the embedded shell close to the direction of the connector, and a plurality of reinforcing holes are formed in the reinforcing ring plate.
By adopting the technical scheme, the contact area between the concrete and the embedded shell is increased by the reinforcing annular plate, so that the embedded shell can be connected to the foundation body more firmly by virtue of the connection effect of the concrete, and the connection between the foundation body and the connecting body is more stable; meanwhile, the contact area of the concrete and the reinforcing annular plate is increased due to the arrangement of the reinforcing holes.
Optionally, the side wall that the reinforcement ring board is close to the connector direction has seted up the groove of stepping down, the groove tank bottom of stepping down is provided with a plurality of connection cylinders, the distance between the two planes of connection cylinder is less than the degree of depth in the groove of stepping down.
Through adopting above-mentioned technical scheme, the groove of stepping down and the setting of connecting the cylinder have increased the area of contact of concrete and reinforcement ring board equally to make the concrete fill to between reinforcement ring board and the connector, make the area of contact of new and old concrete bigger, thereby make the basis body more firm with being connected of connector.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the method comprises the following steps that a connecting body is poured in advance in a factory, an operator pre-embeds an evacuation door frame in the connecting body, transports the connecting body to a construction site, installs a connecting assembly, pours concrete to finally form a foundation body, and at the moment, the connecting assembly is poured in the foundation body; the evacuation door frame is embedded in the wall body, the evacuation door is hinged to the evacuation door frame, the installation space required by the evacuation door frame is reduced through the arrangement that the evacuation door frame is embedded in the wall body, the influence on other arrangements in the building after the standard size of the staircase is set is reduced, and the prefabricated connecting body is tightly connected with the foundation body through the connecting component;
2. the detection test can be carried out on a construction site by utilizing the redundant embedded shells, concrete is directly filled in the embedded jacks, the pull ring is pulled by utilizing a tensile machine until the detection rope moves, and the tensile force required for pulling the detection rope after the detection rope is completely wrapped by the concrete is obtained by observing the numerical value of the tensile machine; after the concrete is injected into the pre-buried jack from the mouth of the pouring connecting pipe in the later stage, an operator pulls the pull ring through a tensile machine and observes the numerical value of the tensile machine so as to judge whether the concrete in the pre-buried jack is full or not; at the moment, once the detection rope is broken, the detection mark can be used as a standby scheme to observe whether the length of the detection rope which is pulled out is consistent with that of the previous test;
3. because the concrete has mobility, the convergence of convergent pipe, including the convergent pipe keep away from the mouth of pipe of pouring the even pipe direction and set up towards deviating from the ground direction, alleviateed the concrete when filling to pre-buried jack, because the phenomenon of the narrow and small concrete refluence in space.
Drawings
Fig. 1 is a schematic view of a structure for hiding a width of a door frame from a wall according to embodiment 1 of the present application.
Fig. 2 is a schematic sectional view taken along line a-a in fig. 1.
Fig. 3 is an enlarged schematic view of a portion C in fig. 2.
Fig. 4 is a schematic sectional view taken along line B-B in fig. 1.
Fig. 5 is a schematic sectional view of a connecting member in embodiment 2 of the present application.
Fig. 6 is an enlarged schematic view of a portion D in fig. 5.
Description of reference numerals: 1. a wall body; 11. a base body; 12. a linker; 121. opening the scattered mouth; 2. evacuating the door frame; 3. a connecting assembly; 31. pre-embedding a shell; 311. embedding jacks in advance; 312. reinforcing the ring plate; 3121. reinforcing holes; 3122. a yielding groove; 3123. a connecting cylinder; 32. embedding an insert block; 321. a thread groove; 33. pouring a connecting pipe; 34. pre-burying a plate; 35. pre-burying a screw; 36. a limiting plate; 4. detecting the rope; 41. a pull ring; 42. detecting the marker; 5. a convergent tube; 51. and (4) an anti-sticking coating.
Detailed Description
The present application is described in further detail below with reference to figures 1-6.
The embodiment of the application discloses a structure for hiding the width of a door frame by using a wall body.
Example 1
Referring to fig. 1, the structure for hiding the width of the door frame by using the wall body comprises a wall body 1, wherein the wall body 1 comprises a foundation body 11 and a connector 12, the foundation body 11 is a concrete part poured on a construction site, the connector 12 is a concrete prefabricated part, an evacuation opening 121 is preset on the connector 12, an evacuation door frame 2 is pre-embedded on the connector 12, the evacuation door frame 2 is located at the evacuation opening 121, and the inner side wall of the evacuation door frame 2 is hinged with an evacuation door for closing the evacuation opening 121.
Referring to fig. 2, the outer side wall of the connecting body 12 is provided with a plurality of connecting assemblies 3 connected with the base body 11; the prefabricated evacuation door frame 2 and the connector 12 are transported to a construction site, the foundation body 11 is poured and molded, the foundation body 11 is connected with the connector 12 through the connecting assembly 3, the evacuation door frame 2 is embedded in the connector 12, the width required by the evacuation door is reduced, and therefore the influence on other arrangements in the building after the standard size of the staircase is set is reduced.
Referring to fig. 3, the connection assembly 3 includes an embedded shell 31 and an embedded insert block 32, a thread groove 321 is formed on the outer side wall of the embedded insert block 32 along the circumferential direction thereof, and a part of the embedded insert block 32 is poured and embedded in the connection body 12; an embedded jack 311 is arranged on the embedded shell 31, a detection rope 4 is arranged on the inner side wall of the embedded jack 311, one end of the detection rope 4 is fixed on the inner side wall of the embedded jack 311 through plasticine, the embedded insert block 32 is inserted into the embedded jack 311, the embedded insert block 32 is in clearance fit with the embedded jack 311, and the detection rope 4 is located in a clearance between the embedded insert block 32 and the embedded jack 311.
Referring to fig. 3, a reinforcing ring plate 312 is integrally formed at one end of the embedded shell 31 close to the direction of the connecting body 12, a plurality of reinforcing holes 3121 are formed on the reinforcing ring plate 312, a abdicating groove 3122 is formed at the side wall of the reinforcing ring plate 312 close to the direction of the connecting body 12, a plurality of connecting cylinders 3123 are integrally formed at the bottom of the abdicating groove 3122, and the distance between two circular surfaces of the connecting cylinders 3123 is less than the depth of the abdicating groove 3122; at this time, casting is started on site, and the reinforcing ring plate 312 is partially cast in the concrete, at this time, the concrete fills the reinforcing holes 3121 and the abdicating groove 3122.
Referring to fig. 3, the connecting assembly 3 further includes a pouring connecting pipe 33, the pouring connecting pipe 33 is on the embedded shell 31, and the pouring connecting pipe 33 is communicated with the embedded insertion hole 311; at this time, concrete is continuously poured, the pouring connecting pipe 33 is poured into the concrete, the finally poured concrete is dried and fixed to form the foundation body 11, and one end of the pouring connecting pipe 33 far away from the embedded shell 31 in the direction is protruded out of the side wall of the foundation body 11.
Referring to fig. 3 and 4, one end of the pouring pipe 33, which is far away from the direction of the embedded shell 31, is in threaded connection with the convergence pipe 5, an anti-sticking coating 51 is arranged on the inner side wall of the convergence pipe 5, the anti-sticking coating 51 can be used as waste engine oil or an anti-sticking agent with the model of CX-360, and the waste engine oil is smeared on the inner side wall of the convergence pipe 5 to reduce the sticking of concrete on the inner side wall of the convergence pipe 5; the pipe orifice of the convergent pipe 5 far away from the direction of the pouring connecting pipe 33 is smaller than the pipe orifice of the convergent pipe 5 near the direction of the pouring connecting pipe 33, and the pipe orifice of the convergent pipe 5 far away from the direction of the pouring connecting pipe 33 is arranged in the direction far away from the ground.
Referring to fig. 3 and 4, one end of the detection rope 4, which is far away from the embedded shell 31, penetrates through the pouring connection pipe 33 and the convergence pipe 5 and is exposed in the air, one end of the detection rope 4, which is far away from the embedded shell 31, is integrally formed with a pull ring 41, the detection rope 4 is also provided with a detection mark 42 along the length direction thereof, the detection mark 42 is formed by coating color ink on the detection rope 4, and the detection mark 42 is arranged along the length direction of the detection rope 4; the redundant embedded shell 31 can be used for detection and test in a construction site, concrete is directly filled in the embedded jack 311, the pull ring 41 is pulled by using a tensile machine until the detection rope 4 moves, and the numerical value of the tensile machine is observed so as to obtain the pulling force required by pulling the detection rope 4 after the detection rope 4 is completely wrapped by the concrete.
The implementation principle of the structure for hiding the width of the door frame by using the wall body in the embodiment 1 of the application is as follows: an operator pre-embeds an evacuation door frame 2 and pre-embedded inserts 32 in a connector 12, transports the connector 12 to a construction site, sleeves an embedded shell 31 on the embedded inserts 32 through pre-embedded jacks 311, coats concrete re-pouring agent on the side wall of the connector 12, pours concrete to finally form a foundation body 11, pours the embedded shell 31 in the concrete, fills reinforcing holes 3121 and abdicating grooves 3122, exposes the end of a final pouring pipe 33 far away from the embedded shell 31 in the air, penetrates one end of a detection rope 4 far away from the embedded shell 31 through a convergent pipe 5, the convergent pipe 5 is in threaded connection with the pouring pipe 33, injects the concrete from the pipe orifice of the convergent pipe 5, flows into the pouring pipe 33 along the convergent pipe 5 to finally fill the pre-embedded jacks 311, screws down the convergent pipe 5 after pouring is completed, pulls a pull ring 41 through a pulling machine, observing the moving distance of the detection mark 42 on the detection rope 4 and the numerical value of a tensile machine to judge whether the concrete in the embedded jack 311 is full, if the concrete is not full, continuing to inject the concrete into the embedded jack 311, and when the detection of the detection rope 4 finally judges that the concrete is full of the embedded jack 311, sawing off a part of the pouring connecting pipe 33 protruding out of the foundation body 11 by an operator and covering the part with the concrete; evacuation door frame 2 is pre-buried in wall body 1 this moment to articulated evacuation door on evacuation door frame 2 buries wall body 1's setting through evacuation door frame 2, has reduced the required installation space of evacuation door frame 2, reduces the influence of other arrangements in the building after the standard size of staircase sets up.
Example 2
This example differs from example 1 in that:
referring to fig. 5 and 6, the connection assembly 3 includes an embedded plate 34, a limiting plate 36 and a plurality of embedded screws 35, the embedded screws 35 all penetrate through the embedded plate 34, the embedded screws 35 are in threaded connection with the embedded plate 34, the embedded plate 34 with the embedded screws 35 is embedded in the connector 12 at the moment, the embedded screws 35 partially protrude out of the connector 12 and are in threaded connection with the limiting plate 36, and concrete is directly poured on the part of the embedded screws 35 exposed out of the connector 12 to form the foundation body 11.
The implementation principle of the structure for hiding the width of the door frame by using the wall body in the embodiment 2 of the application is as follows: the prefabricated evacuation door frame 2 and the connector 12 are transported to a construction site, the foundation body 11 is poured and molded at the moment, and finally the whole wall body 1 is completed, the evacuation door frame 2 is embedded in the connector 12 at the moment, the evacuation door is hinged to the evacuation door frame 2, the width required by the evacuation door is reduced, and therefore the influence on other arrangements in the building after the standard size of the staircase is set is reduced.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (9)
1. The utility model provides a borrow structure that door frame width was hidden to wall body, includes wall body (1) and sparse door frame (2), its characterized in that: wall body (1) includes basic body (11) and connector (12), it looses mouthful (121) to have seted up on connector (12), sparse door frame (2) are pre-buried in connector (12) and are located scattered mouthful (121) department, be provided with coupling assembling (3) that are used for being connected with basic body (11) on connector (12).
2. The structure for hiding the width of the door frame by using the wall body as claimed in claim 1, wherein: the connecting assembly (3) comprises an embedded shell (31), an embedded insert block (32) and a pouring connecting pipe (33), the embedded shell (31) is embedded in one side, close to the connecting body (12), of the foundation body (11), an embedded jack (311) is formed in the embedded shell (31), one part of the embedded insert block (32) is embedded in the connecting body (12), and the other part of the embedded insert block (32) is inserted into the embedded jack (311); the pouring connecting pipe (33) is connected with the embedded shell (31) and communicated with the embedded insertion hole (311), and one end, far away from the embedded shell (31), of the pouring connecting pipe (33) protrudes out of the side wall of the foundation body (11).
3. The structure for hiding the width of the door frame by using the wall body as claimed in claim 2, wherein: the embedded shell is characterized in that a detection rope (4) is further arranged in the pouring connecting pipe (33), one end of the detection rope (4) penetrates through the pouring connecting pipe (33) to be connected to the inner side wall of the embedded insertion hole (311), and the other end of the detection rope penetrates out of one end, away from the embedded shell (31), of the pouring connecting pipe (33).
4. The structure for hiding the width of the door frame by using the wall body as claimed in claim 3, wherein: one end, far away from the direction of the embedded shell (31), of the detection rope (4) is provided with a pull ring (41), and a detection mark (42) is further arranged on the detection rope (4) along the length direction of the detection rope.
5. The structure for hiding the width of the door frame by using the wall body as claimed in claim 3, wherein: one end, far away from the direction of the embedded shell (31), of the pouring connecting pipe (33) is communicated with a convergence pipe (5), the pipe orifice, far away from the direction of the pouring connecting pipe (33), of the convergence pipe (5) is smaller than the pipe orifice, close to the direction of the pouring connecting pipe (33), of the convergence pipe (5), and the pipe orifice, far away from the direction of the pouring connecting pipe (33), of the convergence pipe (5) is arranged towards the direction of deviating from the ground.
6. The structure for hiding the width of the door frame by using the wall body as claimed in claim 5, wherein: the convergence tube (5) is detachably connected with the pouring connecting tube (33), and an anti-sticking coating (51) is arranged on the inner side wall of the convergence tube (5).
7. The structure for hiding the width of the door frame by using the wall body as claimed in claim 2, wherein: the embedded plug (32) and the embedded jack (311) are in clearance fit, and a thread groove (321) is formed in the side wall of the embedded plug (32) around the circumferential direction of the embedded plug.
8. The structure for hiding the width of the door frame by using the wall body as claimed in claim 2, wherein: one end, close to the direction of the connecting body (12), of the embedded shell (31) is provided with a reinforcing ring plate (312), and a plurality of reinforcing holes (3121) are formed in the reinforcing ring plate (312).
9. The structure for hiding the width of the door frame by using the wall body as claimed in claim 8, wherein: consolidate the lateral wall that the crown plate (312) is close to connector (12) direction and seted up groove of stepping down (3122), it is provided with a plurality of connection cylinders (3123) to step down groove (3122) tank bottoms, the distance between two discs of connection cylinder (3123) is less than the degree of depth of groove of stepping down (3122).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN202111501849.3A CN114033069A (en) | 2021-12-09 | 2021-12-09 | Structure for hiding width of door frame by wall |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202111501849.3A CN114033069A (en) | 2021-12-09 | 2021-12-09 | Structure for hiding width of door frame by wall |
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| CN114033069A true CN114033069A (en) | 2022-02-11 |
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| CN202111501849.3A Pending CN114033069A (en) | 2021-12-09 | 2021-12-09 | Structure for hiding width of door frame by wall |
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| JP2007177399A (en) * | 2005-12-27 | 2007-07-12 | Takao Izumaru | Door coping with evacuation in earthquake disaster |
| CN109505496A (en) * | 2018-09-04 | 2019-03-22 | 王立菊 | A kind of fire resistant doorsets anticracking pre-buried mechanism |
| CN210005352U (en) * | 2019-04-11 | 2020-01-31 | 成都市天和城建检测有限公司 | building concrete strength detection device |
| CN211549440U (en) * | 2019-10-14 | 2020-09-22 | 李耀强 | Intelligent control building channel evacuation door |
| CN111075324A (en) * | 2019-12-18 | 2020-04-28 | 泰州金盾特种防火门有限公司 | Pre-buried formula frame prevents fire door with supporting role |
| CN212985050U (en) * | 2020-06-30 | 2021-04-16 | 江苏筑原建筑设计有限公司 | Fireproof door mounting structure |
| CN214616100U (en) * | 2021-01-27 | 2021-11-05 | 杭州萧山广宇建筑工程有限公司 | Heat insulation door |
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