CN208748840U - A kind of pre-buried connection component of prefabricated outer wall panel bearing diagonal - Google Patents

A kind of pre-buried connection component of prefabricated outer wall panel bearing diagonal Download PDF

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Publication number
CN208748840U
CN208748840U CN201821443694.6U CN201821443694U CN208748840U CN 208748840 U CN208748840 U CN 208748840U CN 201821443694 U CN201821443694 U CN 201821443694U CN 208748840 U CN208748840 U CN 208748840U
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China
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main reinforcement
nut
reinforcing bar
diagonal brace
wall panel
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CN201821443694.6U
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Chinese (zh)
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任斌向
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SUZHOU ERJIAN CONSTRUCTION GROUP CO Ltd
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SUZHOU ERJIAN CONSTRUCTION GROUP CO Ltd
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Abstract

The utility model discloses a kind of pre-buried connection components of prefabricated outer wall panel bearing diagonal, including main reinforcement, diagonal brace reinforcing bar, internal thread hex nut, inner hole round estrade, locking nut and bolt, main reinforcement is equipped with main reinforcement thread segment, diagonal brace reinforcing bar is connected on main reinforcement, setting angle is equipped between diagonal brace reinforcing bar and main reinforcement, angle is 20-45 °, and inner hole round estrade is sheathed on internal thread hex nut, bolt thread is connected in internal thread hex nut, and locking nut thread bush is set on bolt.The utility model is compared to the prior art, it is connect respectively with the steel bar stress in precast concrete external wall panel by one end of main reinforcement and diagonal brace reinforcing bar, main reinforcement and diagonal brace reinforcing bar are successively supported in precast concrete external wall panel, concrete shear force wall and template, then by internal thread hex nut, inner hole round estrade, locking nut and bolt fastening, have the advantages that efficient installation, simple structure, convenient disassembly, recycling, low cost.

Description

A kind of pre-buried connection component of prefabricated outer wall panel bearing diagonal
Technical field
The utility model relates to a kind of pre-buried connection components of prefabricated outer wall panel bearing diagonal.
Background technique
In the realm of building construction, to having the concrete structure of the Functional Requirements such as anti-leakage, anticorrosive in previous template In construction reinforcement, each steel disc composition one that sealing steel disc and both ends positioning are equipped among the reinforcing bar with screw thread is generallyd use The sealing up screw of secondary property.When concrete removal, often by template, hardness agitates demoulding outward from sealing up screw, can make in this way Become larger deformation at template sealing up screw cavity, concrete is reduced because agitating damaged loosening, the template number of turnover.Because of reinforcing bar in wall Corrosion-resistant needs, and sealing up screw exposed parts needs are cut off, and to meet the thickness of cover to reinforcement.But in practice of construction, Sealing up screw has most of steel bar end that can expose metope after cutting off, waterproof mortar plug is difficult, can give itself waterproof and waterproof The construction of material brings hidden danger of quality.In operation when agitating demoulding, cutting off exposed sealing up screw, waterproof material construction of template Environment also brings different degrees of construction safety hidden danger.
Assembled architecture is under the guiding of country and local policy, and various regions have all showed design and construction and sent out energetically at present The implementation phase of exhibition.But at the same time, assembly of shear wall structure building site construction is also faced with how to change traditional construction The overlapped shear wall template construction technique that technology, the challenge for innovating construction technology, such as current construction stage use, is difficult to Realize that overlapped shear wall appearance reaches the appearance of clear-water concrete.
Utility model content
In order to solve the above-mentioned technical problem, the utility model provides a kind of pre-buried connection group of prefabricated outer wall panel bearing diagonal Part.
In order to achieve the above object, the technical solution of the utility model is as follows:
The utility model provides a kind of pre-buried connection component of prefabricated outer wall panel bearing diagonal, including main reinforcement, diagonal brace reinforcing bar, interior Silk hex nut, inner hole round estrade, locking nut and bolt, main reinforcement are equipped with main reinforcement thread segment, and the connection of diagonal brace reinforcing bar is set It is placed on main reinforcement and is arranged close to main reinforcement thread segment, setting angle, angle 20- are equipped between diagonal brace reinforcing bar and main reinforcement 45 °, inner hole round estrade is sheathed on internal thread hex nut, and bolt thread is connected in internal thread hex nut, locking nut screw thread It is sheathed on bolt.
As a preferred option, main reinforcement includes main reinforcement ontology and main reinforcement bending part, main reinforcement bending part it is horizontal and It is vertically installed in one end of main reinforcement body length direction, one end of main reinforcement body length direction is equipped with main reinforcement thread segment; Diagonal brace reinforcing bar includes diagonal brace reinforcing bar ontology and diagonal brace bending reinforcement portion, and one end of diagonal brace reinforcing bar body length direction is connected in It is arranged on main reinforcement ontology and close to main reinforcement thread segment, setting angle is equipped between diagonal brace reinforcing bar ontology and main reinforcement ontology, Angle is 20-45 °, and diagonal brace bending reinforcement portion is connected to the other end of diagonal brace reinforcing bar body length direction, diagonal brace bending reinforcement portion It is horizontal with main reinforcement bending part and be oppositely arranged.
As a preferred option, internal thread hex nut includes that nut set and hexagonal (hexagon)nut, hexagonal (hexagon)nut are set to nut set Axial left end, nut, which is put on, is axially arranged with nut external threading hole along it;Inner hole round estrade is sheathed on nut and puts on and be resisted against On hexagonal (hexagon)nut.
As a preferred option, the outer diameter of inner hole round estrade is by small gradually big setting, inner hole round estrade from left to right Outer surface in its circumferencial direction be evenly distributed with multiple reinforcement raised lines.
As a preferred option, the nut external threading hole internal screw thread of nut set is connected with elastic spacing column, elastic spacing column Right side be equipped with rectangular positioning port, bolt be located at nut external threading hole in end face be equipped with and direction positioning port phase The rectangular positioning column matched.
The utility model compared to the prior art, by one end of main reinforcement and diagonal brace reinforcing bar respectively and outside precast concrete Steel bar stress connection in wallboard, main reinforcement and diagonal brace reinforcing bar are successively supported in precast concrete external wall panel, concrete shear force wall In template, then by internal thread hex nut, inner hole round estrade, locking nut and bolt fastening, there is efficiently installation, construction Simply, the advantages of convenient disassembly, recycling, low cost.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model.
Fig. 2 is the structural schematic diagram of main reinforcement and diagonal brace reinforcing bar in the utility model.
Fig. 3 is that the structure after internal thread hex nut in the utility model, inner hole round estrade, locking nut and bolt assembling is shown It is intended to.
Wherein, 1. main reinforcement, 2. diagonal brace reinforcing bars, 3. internal thread hex nuts, 4. inner hole round estrades, 5. locking nuts, 6. spiral shells Bolt.
Specific embodiment
The preferred embodiment that according to the present invention will be described in detail below with reference to the accompanying drawings.
In order to reach the purpose of this utility model, as shown in Figure 1 to Figure 3, in one of embodiment party of the utility model A kind of prefabricated outer wall panel bearing diagonal pre-buried connection component is provided in formula, including main reinforcement 1, diagonal brace reinforcing bar 2, internal thread hex nut 3, Inner hole round estrade 4, locking nut 5 and bolt 6, main reinforcement 1 are equipped with main reinforcement thread segment, and diagonal brace reinforcing bar 2 is connected in master It is arranged on reinforcing bar 1 and close to main reinforcement thread segment, setting angle, angle 20- is equipped between diagonal brace reinforcing bar 2 and main reinforcement 1 45 °, inner hole round estrade 4 is sheathed on internal thread hex nut 3, and bolt 6 is threadedly connected in internal thread hex nut 3, locking nut 5 Thread bush is set on bolt 6.
Wherein, main reinforcement 1 includes main reinforcement ontology and main reinforcement bending part, and main reinforcement bending part is horizontally and vertically set to One end of one end of main reinforcement body length direction, main reinforcement body length direction is equipped with main reinforcement thread segment;Diagonal brace reinforcing bar 2 wraps Diagonal brace reinforcing bar ontology and diagonal brace bending reinforcement portion are included, one end of diagonal brace reinforcing bar body length direction is connected in main reinforcement ontology Upper and close main reinforcement thread segment is arranged, and setting angle, angle 20- are equipped between diagonal brace reinforcing bar ontology and main reinforcement ontology 45 °, diagonal brace bending reinforcement portion is connected to the other end of diagonal brace reinforcing bar body length direction, and diagonal brace bending reinforcement portion and main reinforcement are rolled over Turn of bilge is horizontal and is oppositely arranged.
In addition, internal thread hex nut 3 includes nut set and hexagonal (hexagon)nut, hexagonal (hexagon)nut is set to the axial left of nut set End, nut, which is put on, is axially arranged with nut external threading hole along it;Inner hole round estrade is sheathed on nut and puts on and be resisted against hexagonal (hexagon)nut On.
Present embodiment compared to the prior art, by one end of main reinforcement and diagonal brace reinforcing bar respectively and outside precast concrete Steel bar stress connection in wallboard, main reinforcement and diagonal brace reinforcing bar are successively supported in precast concrete external wall panel, concrete shear force wall In template, then by internal thread hex nut, inner hole round estrade, locking nut and bolt fastening, there is efficiently installation, construction Simply, the advantages of convenient disassembly, recycling, low cost.
In order to further optimize the implementation result of the utility model, in the another embodiment of the utility model, On the basis of foregoing teachings, the outer diameter of inner hole round estrade 4 be from left to right by small gradually big setting, inner hole round estrade 4 Multiple reinforcement raised lines are evenly distributed in its circumferencial direction on outer surface.
Using the above preferred scheme, the structural strength for increasing inner hole round estrade by reinforcing raised line, to improve product Service life.
In order to further optimize the implementation result of the utility model, in the another embodiment of the utility model, On the basis of foregoing teachings, the nut external threading hole internal screw thread of nut set is connected with elastic spacing column, the right side of elastic spacing column End face is equipped with rectangular positioning port, and the end face of bolt being located in nut external threading hole, which is equipped with, to match with direction positioning port Rectangular positioning column.
Using the above preferred scheme, by elastic spacing column, the nut of internal thread hex nut is connected in bolt thread When in external threading hole, main reinforcement thread segment is limited and fastened, improves structural stability.
Above-described is only preferred embodiments of the present invention, it is noted that for the ordinary skill of this field For personnel, without departing from the concept of the present invention, various modifications and improvements can be made, these all belong to In the protection scope of the utility model.

Claims (5)

1. a kind of pre-buried connection component of prefabricated outer wall panel bearing diagonal, which is characterized in that including main reinforcement, diagonal brace reinforcing bar, internal thread six Angle nut, inner hole round estrade, locking nut and bolt, main reinforcement are equipped with main reinforcement thread segment, and diagonal brace reinforcing bar is connected in It is arranged on main reinforcement and close to main reinforcement thread segment, setting angle is equipped between diagonal brace reinforcing bar and main reinforcement, angle is 20-45 °, Inner hole round estrade is sheathed on internal thread hex nut, and bolt thread is connected in internal thread hex nut, and locking nut screw thread is arranged In on bolt.
2. the pre-buried connection component of prefabricated outer wall panel bearing diagonal according to claim 1, which is characterized in that main reinforcement includes master Reinforcing bar ontology and main reinforcement bending part, main reinforcement bending part are horizontally and vertically set to one end of main reinforcement body length direction, One end of main reinforcement body length direction is equipped with main reinforcement thread segment;Diagonal brace reinforcing bar includes diagonal brace reinforcing bar ontology and diagonal brace reinforcing bar folding Turn of bilge, one end of diagonal brace reinforcing bar body length direction are connected on main reinforcement ontology and are arranged close to main reinforcement thread segment, Setting angle is equipped between diagonal brace reinforcing bar ontology and main reinforcement ontology, angle is 20-45 °, and diagonal brace bending reinforcement portion is connected to tiltedly The other end of reinforcing bar body length direction is supportted, diagonal brace bending reinforcement portion is horizontal with main reinforcement bending part and is oppositely arranged.
3. the pre-buried connection component of prefabricated outer wall panel bearing diagonal according to claim 2, which is characterized in that internal thread hex nut Including nut set and hexagonal (hexagon)nut, hexagonal (hexagon)nut is set to the axial left end of nut set, and nut, which is put on, is axially arranged with nut along it External threading hole;Inner hole round estrade is sheathed on nut and puts on and be resisted against on hexagonal (hexagon)nut.
4. the pre-buried connection component of prefabricated outer wall panel bearing diagonal according to claim 3, which is characterized in that inner hole round estrade Outer diameter is to be evenly distributed on the outer surface of inner hole round estrade in its circumferencial direction multiple by small gradually big setting from left to right Reinforce raised line.
5. the pre-buried connection component of prefabricated outer wall panel bearing diagonal according to claim 3, which is characterized in that the nut of nut set External threading hole internal screw thread is connected with elastic spacing column, and the right side of elastic spacing column is equipped with rectangular positioning port, and bolt is located at End face in nut external threading hole is equipped with the rectangular positioning column to match with direction positioning port.
CN201821443694.6U 2018-09-04 2018-09-04 A kind of pre-buried connection component of prefabricated outer wall panel bearing diagonal Active CN208748840U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821443694.6U CN208748840U (en) 2018-09-04 2018-09-04 A kind of pre-buried connection component of prefabricated outer wall panel bearing diagonal

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821443694.6U CN208748840U (en) 2018-09-04 2018-09-04 A kind of pre-buried connection component of prefabricated outer wall panel bearing diagonal

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Publication Number Publication Date
CN208748840U true CN208748840U (en) 2019-04-16

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108716249A (en) * 2018-09-04 2018-10-30 苏州中正建设工程有限公司 A kind of pre-buried connection component of prefabricated outer wall panel bearing diagonal

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108716249A (en) * 2018-09-04 2018-10-30 苏州中正建设工程有限公司 A kind of pre-buried connection component of prefabricated outer wall panel bearing diagonal

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