CN110258935B - Prefabricated building component - Google Patents
Prefabricated building component Download PDFInfo
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- CN110258935B CN110258935B CN201910358872.8A CN201910358872A CN110258935B CN 110258935 B CN110258935 B CN 110258935B CN 201910358872 A CN201910358872 A CN 201910358872A CN 110258935 B CN110258935 B CN 110258935B
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- slurry
- component
- filling port
- steel bar
- sleeve
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
- E04C5/165—Coaxial connection by means of sleeves
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention relates to the technical field of building engineering equipment, and discloses a prefabricated building construction member, which comprises a lower member, wherein the top end of the lower member is provided with an upper member, the inside of the upper member is respectively provided with a slurry discharge port and a slurry filling port, the slurry discharge port and the slurry filling port are positioned on the same central line, a connecting mechanism is fixedly arranged inside the upper member, and the inside of the connecting mechanism is respectively communicated with the slurry discharge port and the slurry filling port. This prefabricated building component, through the setting to coupling bar I and coupling bar II, utilize waist type bayonet lock can be effectual with coupling bar I together with II fixed connection of coupling bar, compare with current grout connected mode, can be effectual will be down the steel bar connection between component and the last component before the grout together, the phenomenon of fault can not appear in the connection of reinforcing bar has been ensured, thereby the joint strength of this concrete member has been improved, its housing construction's life has been prolonged.
Description
Technical Field
The invention relates to the technical field of constructional engineering equipment, in particular to a prefabricated building construction member.
Background
The prefabricated house building is a building mode that prefabricated house components are transported to a construction site to be assembled, so that a large number of building components are produced and processed by a workshop, the site pouring operation of the construction site is effectively reduced, large-batch prefabricated manufacturing can be formed for the building of a house, the building manufacturing efficiency of the house is improved, and the building period of the house is effectively shortened.
The main connection mode of the concrete structure in the existing house components is grouting connection, as shown in fig. 2, the main connection mode is a steel bar connection mode which is realized by embedding a connecting sleeve in a precast concrete component, inserting steel bars from two ends of the sleeve and injecting grouting material.
However, in the existing grouting connection mode, because the steel bars in the upper and lower groups of members are not effectively connected, the concrete is directly poured together by using cement slurry, so that the layer breaking phenomenon occurs in the connection of the steel bars of the concrete, the connection strength of the concrete structure is seriously influenced, and the service life of a house building is influenced.
Disclosure of Invention
One) technical problem to be solved
The invention provides a prefabricated building construction member, which has the advantages of high connection strength and good stability, solves the problems that in the existing grouting connection mode, because the reinforcing steel bars in the upper and lower groups of components are not effectively connected, the reinforcing steel bars are directly poured together by cement paste, thereby causing the layer breaking phenomenon in the connection of the concrete reinforcing steel bars, seriously affecting the connection strength of the concrete structure and the service life of the house building, and in the connection mechanism, because the internal volume is smaller, the cement paste can not be oscillated during the grouting, the air in the connecting sleeve can be effectively discharged, a large amount of air is reserved in the cement paste during the grouting, and after the cement paste is solidified, a large number of micro air holes can be formed in the concrete, the connection strength of the concrete is seriously reduced, and the problem of great potential safety hazard exists.
(II) technical scheme
The invention provides the following technical scheme: the utility model provides a prefabricated building components, includes lower component, the top of lower component is equipped with the component, the inside of going up the component is equipped with row's thick liquid mouth and grout mouth respectively, and row's thick liquid mouth and grout mouth are located same central line, and the inside fixed mounting of going up the component has coupling mechanism, coupling mechanism's inside respectively with arrange and be linked together between thick liquid mouth and the grout mouth, it is equipped with waist type hole to arrange between thick liquid mouth and the grout mouth.
Preferably, coupling mechanism includes adapter sleeve, connecting reinforcement I, sealed dog, connecting reinforcement II and waist type bayonet lock, adapter sleeve is located the inside of upper member, adapter sleeve's top is equipped with connecting reinforcement I, and the inside fixed connection of the top of connecting reinforcement I and upper member, the top of adapter sleeve intracavity is equipped with sealed dog, adapter sleeve's bottom is equipped with connecting reinforcement II, and the bottom of connecting reinforcement II and the inside fixed connection of lower member, through waist type bayonet lock fixed connection between connecting reinforcement I and the connecting reinforcement II.
Preferably, the inner cavity of the connecting sleeve is provided with colloid which is insoluble in cement paste.
Preferably, the bottom of the connecting steel bar I is provided with a clamping block, the bottom of the connecting steel bar II is provided with a U-shaped clamping groove, and the connecting steel bar I and the connecting steel bar II are fixedly joggled through a waist-shaped clamping pin.
Preferably, the sealing stopper is formed in a wedge shape.
(III) advantageous effects
The invention has the following beneficial effects:
1. this prefabricated building component, through the setting to coupling bar I and coupling bar II, utilize waist type bayonet lock can be effectual with coupling bar I together with II fixed connection of coupling bar, compare with current grout connected mode, can be effectual will be down the steel bar connection between component and the last component before the grout together, the phenomenon of fault can not appear in the connection of reinforcing bar has been ensured, thereby the joint strength of this concrete member has been improved, its housing construction's life has been prolonged.
2. This prefabricated assembled building component, through the setting to colloid in the connecting sleeve pipe inner chamber, before being in milk to connecting sleeve pipe, pour into the colloid in connecting sleeve pipe's inner chamber into earlier, later utilize grout to extrude the colloid in the connecting sleeve pipe inner chamber when the grout, can effectually arrange the air in the connecting sleeve pipe inner chamber clean when the grout, and then prevent that grout from appearing the phenomenon of miniature gas pocket in its inside after solidifying, further improvement this concrete member's joint strength and this assembled house's security and fastness.
Drawings
FIG. 1 is a schematic illustration of a house concrete member connection;
FIG. 2 is a schematic structural diagram of an original grouting joint;
FIG. 3 is a schematic structural view of the present invention;
FIG. 4 is a schematic view of the structure of the connecting bar I of the present invention;
FIG. 5 is a schematic structural view of a connecting bar II according to the present invention;
FIG. 6 is a schematic view of the waist-shaped bayonet of the present invention.
In the figure: 1. a lower member; 2. an upper member; 3. a pulp discharge port; 4. grouting ports; 5. a connecting mechanism; 51. connecting a sleeve; 52. connecting a steel bar I; 53. sealing the stop block; 54. connecting a steel bar II; 55. a waist-shaped bayonet lock; 6. a kidney-shaped hole.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-6, a prefabricated building component comprises a lower component 1, an upper component 2 is arranged at the top end of the lower component 1, a slurry discharge port 3 and a slurry filling port 4 are respectively arranged inside the upper component 2, the slurry discharge port 3 and the slurry filling port 4 are located on the same central line, a connecting mechanism 5 is fixedly installed inside the upper component 2, the connecting mechanism 5 is respectively communicated with the slurry discharge port 3 and the slurry filling port 4, and a kidney-shaped hole 6 is arranged between the slurry discharge port 3 and the slurry filling port 4.
In this technical scheme, coupling mechanism 5 includes adapter sleeve 51, coupling bar I52, sealed dog 53, coupling bar II54 and waist type bayonet lock 55, adapter sleeve 51 is located the inside of upper member 2, adapter sleeve 51's top is equipped with coupling bar I52, and the top of coupling bar I52 and the inside fixed connection of upper member 2, the top of adapter sleeve 51 inner chamber is equipped with sealed dog 53, adapter sleeve 51's bottom is equipped with coupling bar II54, and the bottom of coupling bar II54 and the inside fixed connection of lower member 1, through waist type bayonet lock 55 fixed connection between coupling bar I52 and the coupling bar II 54.
In this technical solution, a colloid insoluble in cement slurry is disposed in the inner cavity of the connection sleeve 51.
Wherein, before the inside grout of adapter sleeve 51, pour into the colloid in adapter sleeve 51's inner chamber into earlier, utilize grout to extrude the colloid in adapter sleeve 51 inner chamber during the grout, be used for discharging the air in the adapter sleeve 51 inner chamber, can effectually prevent when the inner chamber to adapter sleeve 51 is groud, the air in its inner chamber still persists in grout to produce the gas pocket in fixed grout, and then serious influence grout is to the joint strength between lower component 1 and the upper member 2.
In this technical scheme, the bottom of coupling bar I52 is equipped with the fixture block, and the bottom of coupling bar II54 is equipped with U type draw-in groove, and passes through the fixed joggle of waist type bayonet lock 55 between coupling bar I52 and the coupling bar II 54.
For the arrangement of the connecting steel bars I52 and the connecting steel bars II54, the waist-shaped clamping pins 55 can be used for effectively and fixedly connecting the connecting steel bars together, so that the connecting strength between the lower member 1 and the upper member 2 is ensured.
In this embodiment, the sealing stopper 53 is a wedge-shaped body.
Wherein, to the setting of sealed dog 53 wedge structure, when grout is irritated, can effectually guarantee to extrude the discharge completely with the colloid in the connecting sleeve 51 inner chamber, prevent that its inside remains to have remaining colloid can't discharge, and produce the influence to the joint strength of grout.
The use method and the working principle of the embodiment are as follows:
firstly, aligning the position of an upper member 2 with a lower member 1 to enable a connecting steel bar I52 and a connecting steel bar II54 to be clamped with each other, then inserting a waist-shaped bayonet 55 along a waist-shaped hole 6 on the upper member 2 to enable the waist-shaped bayonet to be clamped between the connecting steel bar I52 and the connecting steel bar II54 to ensure the fixed connection between the connecting steel bar I52 and the connecting steel bar II54, effectively enhancing the connection strength of the concrete member during grouting, then injecting glue insoluble in cement paste from a grouting port 4 in the upper member 2 to enable the inner cavity of a connecting sleeve 51 to be completely filled with the glue, then continuously injecting the cement paste into the inner cavity of the connecting sleeve 51 along the grouting port 4 in the upper member 2 until the glue in the inner cavity of the connecting sleeve 51 is completely discharged, and simultaneously discharging the cement paste in the inner cavity of the connecting sleeve 51 from a grouting port 3 in the upper member 2, the air in the inner cavity of the connecting sleeve 51 can be completely exhausted before grouting, the problem that the solidified cement paste generates a large number of micro air holes due to the fact that the cement paste contains air when being poured is solved, and the connecting strength of the concrete member and the safety and the firmness of the prefabricated house are further improved.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (1)
1. A prefabricated building component, comprising a lower component (1), characterized in that: the top end of the lower component (1) is provided with an upper component (2), the inside of the upper component (2) is respectively provided with a slurry discharging port (3) and a slurry filling port (4), the slurry discharging port (3) and the slurry filling port (4) are located on the same central line, a connecting mechanism (5) is fixedly installed inside the upper component (2), the inside of the connecting mechanism (5) is respectively communicated with the slurry discharging port (3) and the slurry filling port (4), a waist-shaped hole (6) is arranged between the slurry discharging port (3) and the slurry filling port (4), the connecting mechanism (5) comprises a connecting sleeve (51), a connecting steel bar I (52), a sealing stop block (53), a connecting steel bar II (54) and a waist-shaped bayonet lock (55), the connecting sleeve (51) is located inside the upper component (2), the top end of the connecting sleeve (51) is provided with a connecting steel bar I (52), and the top end of the connecting steel bar I (52) is fixedly connected with the inside of the upper component (2), the top of adapter sleeve (51) inner chamber is equipped with sealed dog (53), the bottom of adapter sleeve (51) is equipped with connecting reinforcement II (54), and the bottom of connecting reinforcement II (54) and the inside fixed connection of lower component (1), through waist type bayonet lock (55) fixed connection between connecting reinforcement I (52) and connecting reinforcement II (54), be equipped with the colloid that is insoluble in grout in the inner chamber of adapter sleeve (51), the bottom of connecting reinforcement I (52) is equipped with the fixture block, and the bottom of connecting reinforcement II (54) is equipped with U type draw-in groove, and passes through waist type bayonet lock (55) fixed joggle between connecting reinforcement I (52) and connecting reinforcement II (54), the structural configuration of sealed dog (53) is established to the wedge.
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CN201910358872.8A CN110258935B (en) | 2019-04-30 | 2019-04-30 | Prefabricated building component |
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CN201910358872.8A CN110258935B (en) | 2019-04-30 | 2019-04-30 | Prefabricated building component |
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CN110258935B true CN110258935B (en) | 2021-05-14 |
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Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105908901A (en) * | 2016-04-22 | 2016-08-31 | 南京理工大学 | Perforation positioning grouting sleeve |
CN205637158U (en) * | 2016-05-18 | 2016-10-12 | 广州永万预制构件有限公司 | Device for connecting completely assembling formula precast concrete structure |
CN107012990A (en) * | 2017-04-28 | 2017-08-04 | 江苏大学 | A kind of CFRP muscle interconnection system anchorage and construction method |
CN207376971U (en) * | 2017-11-07 | 2018-05-18 | 刘祥锦 | A kind of connector and jointing for bar connecting |
CN208733933U (en) * | 2018-08-01 | 2019-04-12 | 阳光学院 | A kind of reinforced bar sleeve connector |
-
2019
- 2019-04-30 CN CN201910358872.8A patent/CN110258935B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105908901A (en) * | 2016-04-22 | 2016-08-31 | 南京理工大学 | Perforation positioning grouting sleeve |
CN205637158U (en) * | 2016-05-18 | 2016-10-12 | 广州永万预制构件有限公司 | Device for connecting completely assembling formula precast concrete structure |
CN107012990A (en) * | 2017-04-28 | 2017-08-04 | 江苏大学 | A kind of CFRP muscle interconnection system anchorage and construction method |
CN207376971U (en) * | 2017-11-07 | 2018-05-18 | 刘祥锦 | A kind of connector and jointing for bar connecting |
CN208733933U (en) * | 2018-08-01 | 2019-04-12 | 阳光学院 | A kind of reinforced bar sleeve connector |
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Effective date of registration: 20210422 Address after: 510405 room a505-22, 5 / F, supporting service building, No.8 Kesheng Road, Guangzhou private science and Technology Park, 1633 Beitai Road, Baiyun District, Guangzhou City, Guangdong Province Applicant after: Guangdong Changhai Construction Engineering Co.,Ltd. Address before: 138000 No. 32 Flourishing Street, Ningjiang District, Songyuan City, Jilin Province Applicant before: By China |
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