CN209099514U - A kind of high level steel and concrete structure - Google Patents

A kind of high level steel and concrete structure Download PDF

Info

Publication number
CN209099514U
CN209099514U CN201821612635.7U CN201821612635U CN209099514U CN 209099514 U CN209099514 U CN 209099514U CN 201821612635 U CN201821612635 U CN 201821612635U CN 209099514 U CN209099514 U CN 209099514U
Authority
CN
China
Prior art keywords
ontology
splicing
concrete structure
link slot
steel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201821612635.7U
Other languages
Chinese (zh)
Inventor
邱卫河
文勇军
刘焱才
邱清鹏
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fujian Hongbao Construction Engineering Group Co Ltd
Original Assignee
Fujian Hongbao Construction Engineering Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Fujian Hongbao Construction Engineering Group Co Ltd filed Critical Fujian Hongbao Construction Engineering Group Co Ltd
Priority to CN201821612635.7U priority Critical patent/CN209099514U/en
Application granted granted Critical
Publication of CN209099514U publication Critical patent/CN209099514U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model provides a kind of high-rise steel and concrete structure, it is I-shaped connector including ontology and cross section, the bottom end of the ontology protrudes from the ontology and is provided with splicing column, the top of the ontology offers the splicing hole matched with the splicing column, the two sides of the ontology offer T-shaped link slot vertically, the ontology is run through in the upper end of the link slot, lower end is located in the ontology, when two ontologies splice, two link slots on the adjacent ontology be connected to be formed it is compatible with the connector I-shaped.A kind of high-rise steel and concrete structure provided by the utility model can reduce operation difficulty.

Description

A kind of high level steel and concrete structure
Technical field
The utility model belongs to technical field of buildings, is related to a kind of high-rise steel and concrete structure.
Background technique
Steel and concrete structure house is to mostly use peripheral steel framework using mixture made of the materials such as reinforcing bar, cement, rubble, water One core wall structure of frame composed by frame or steel reinforced concrete, concrete-filled steel tubular frame and Reinforced Concrete Core Walls Structure, and The tube-in-tube structure as composed by peripheral steel framework cylinder or steel reinforced concrete, concrete filled steel tube frame cylinder and Reinforced Concrete Core Walls Structure, The house of this structure has many advantages, such as, such as the feature that anti-seismic performance is good, overall structure is good, durable.Existing steel reinforced concrete Structure is mainly by two kinds of forms: one is monolithic reinforced-concrete structures, i.e., set up template at the construction field (site), configuration reinforcement, Disturbing concrete and build up;Another kind is precast reinforced concrete structure, in the ready-made reinforcing bar of factory or construction site Concrete component, assembled at the scene, but the former needs biggish construction space, the latter cannot be compared with since structure is single Good is suitable for various requirement.
Currently, disclosing a kind of steel and concrete structure with the Chinese patent that a notification number is 207812733 U of CN in the market Building energy conservation wall, although problem above can be preferably resolved, splice wall ontology during actual use When, since the bottom of ontology and side require to be inserted into corresponding hole, such ontology just can only be spelled all vertically Horizontal splicing again after connecing, or all vertical splicings again after horizontal splicing, i.e., an ontology cannot be spliced in L-shaped wall, When splicing in skyscraper in this way, the horizontal mode spliced easily causes the unstable of first splice wall again for vertical splicing, and Vertical splicing needs worker to walk up and down in the horizontal direction again for level splicing, and practical operation all has biggish difficulty.
Utility model content
The purpose of this utility model is to provide a kind of high-rise steel and concrete structures, it is intended to solve that practical operation difficulty is big to ask Topic.
In order to solve the above technical problems, the utility model provides a kind of high-rise steel and concrete structure, including ontology and transversal Face is I-shaped connector, and the bottom end of the ontology protrudes from the ontology and is provided with splicing column, and the top of the ontology is opened Equipped with the splicing hole matched with the splicing column, the two sides of the ontology offer T-shaped link slot, the company vertically The ontology is run through in the upper end of access slot, and lower end is located in the ontology, when two ontologies splice, on the adjacent ontology Two link slots be connected to be formed it is compatible with the connector I-shaped.
The utility model is further arranged to, and the length of the connector is consistent with the depth of the link slot.
The utility model is further arranged to, and the lower end of the link slot is level.
The utility model is further arranged to, and the horizontal cross-section of the splicing column is circle.
The utility model is further arranged to, and the one end of the splicing column far from the ontology is cheese.
Compared with prior art, the utility model provides a kind of high-rise steel and concrete structure, in splicing ontology vertically, only needs Splicing column on the ontology of top is inserted into the splicing hole on underlying bulk, when level splices ontology, by level Two ontology fittings, communicate the link slot on two ontologies, connector are inserted into two ontologies again at this time In link slot, the connection of horizontally adjacent two ontologies can be completed under the action of connecting shape, wherein since link slot is It opens up in the body, the splicing of such ontology is not just influenced by the arrangement of body plenum position, even arranging in original L shape Ontology on, new ontology can also be spliced, the spelling that can be arbitrarily converted according to practical situation in high altitude operation It connects, splicing difficulty is small.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of high-rise one embodiment of steel reinforced concrete structural body of the utility model;
Fig. 2 is that the structure of one embodiment of part-structure when a kind of high-rise steel and concrete structure adjacent bodies of the utility model connect is shown It is intended to.
Wherein, 1, ontology;2, connector;3, splicing column;4, splice hole;5, link slot.
Specific embodiment
Below in conjunction with the drawings and specific embodiments to the utility model proposes a kind of high-rise steel and concrete structure make it is further detailed It describes in detail bright.According to following explanation and claims, will be become apparent from feature the advantages of the utility model.It should be noted that attached Figure is all made of very simplified form and using non-accurate ratio, only to convenient, lucidly aid illustration is originally practical new The purpose of type embodiment.The same or similar appended drawing reference represents the same or similar component in attached drawing.
A kind of high level steel and concrete structure is as depicted in figs. 1 and 2 I-shaped connector 2 including ontology 1 and cross section, The bottom end of the ontology 1 protrudes from the ontology 1 and is provided with splicing column 3, and the top of the ontology 1 offers and the splicing column The 3 splicing holes 4 matched, the two sides of the ontology 1 offer T-shaped link slot 5, the upper end of the link slot 5 vertically Through the ontology 1, lower end is located in the ontology 1, when two ontologies 1 splice, two on the adjacent ontology 1 The connection of link slot 5 forms compatible I-shaped with the connector 2.
The length of the connector 2 is consistent with the depth of the link slot 5.The lower end of the link slot 5 is level.
The horizontal cross-section of the splicing column 3 is circle.The one end of the splicing column 3 far from the ontology 1 is cheese.
A kind of high-rise steel and concrete structure provided by the utility model only need to will be on top ontology 1 in splicing ontology 1 vertically Splicing column 3 be inserted into the splicing hole 4 on underlying bulk 1, when level splices ontology 1, by two horizontal ontologies 1 Fitting, communicates the link slot 5 on two ontologies 1, the connection being at this time again inserted into connector 2 in two ontologies 1 In slot 5, the connection of horizontally adjacent two ontologies 1 can be completed under the action of 2 shape of connector, wherein since link slot 5 is It is provided in ontology 1, the splicing of such ontology 1 is not just influenced by the arrangement of 1 spatial position of ontology, even in original L shape On the ontology 1 of arrangement, new ontology 1 can also be spliced, can arbitrarily be become according to practical situation in high altitude operation The splicing changed, splicing difficulty are small.
Wherein since the bottom end of link slot 5 is level, and the shape of connector 2 is to be adapted to the shape of two link slots 5 , therefore connector 2 can not only be preferably hidden in the link slot 5 on ontology 1 after the completion of the splicing of ontology 1, be connected simultaneously The connective stability of two ontologies 1 of body 2 can achieve maximum again.
Splicing column 3 is circular, and 3 bottom end of splicing column is cheese, such splicing column 3 with splicing hole 4 connect when, The part of cheese can play the role of a guiding, and two ontologies 1 preferably combine above and below enabling, while round Structure it is more convenient when ontology 1 being made to carry and is mobile, it is not easy to scratch human body, operational safety is stronger.
It should be noted that each embodiment in this specification is described in a progressive manner, each embodiment emphasis is said Bright is the difference from other embodiments, and the same or similar parts in each embodiment may refer to each other.
Foregoing description is only the description to the utility model preferred embodiment, not to any limit of the scope of the utility model Fixed, any change, the modification that the those of ordinary skill in the utility model field does according to the disclosure above content belong to right and want Seek the protection scope of book.

Claims (5)

1. a kind of high level steel and concrete structure, which is characterized in that including ontology (1) and cross section be I-shaped connector (2), institute The bottom end for stating ontology (1) protrudes from the ontology (1) and is provided with splicing column (3), the top of the ontology (1) offer with it is described The two sides in the splicing hole (4) that splicing column (3) matches, the ontology (1) offer T-shaped link slot (5) vertically, described The ontology (1) is run through in the upper end of link slot (5), and lower end is located in the ontology (1), when two ontologies (1) are spliced, Two link slot (5) connections on the adjacent ontology (1) form compatible I-shaped with the connector (2).
2. a kind of high-rise steel and concrete structure according to claim 1, which is characterized in that the length of the connector (2) and institute The depth for stating link slot (5) is consistent.
3. a kind of high-rise steel and concrete structure according to claim 2, which is characterized in that the lower end of the link slot (5) is water It is flat.
4. a kind of high-rise steel and concrete structure according to claim 3, which is characterized in that the horizontal cross-section of the splicing column (3) For circle.
5. a kind of high-rise steel and concrete structure according to claim 4, which is characterized in that the splicing column (3) is far from described One end of body (1) is cheese.
CN201821612635.7U 2018-09-30 2018-09-30 A kind of high level steel and concrete structure Active CN209099514U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821612635.7U CN209099514U (en) 2018-09-30 2018-09-30 A kind of high level steel and concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821612635.7U CN209099514U (en) 2018-09-30 2018-09-30 A kind of high level steel and concrete structure

Publications (1)

Publication Number Publication Date
CN209099514U true CN209099514U (en) 2019-07-12

Family

ID=67154203

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821612635.7U Active CN209099514U (en) 2018-09-30 2018-09-30 A kind of high level steel and concrete structure

Country Status (1)

Country Link
CN (1) CN209099514U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113981772A (en) * 2021-11-05 2022-01-28 中建一局集团建设发展有限公司 Ice rink and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113981772A (en) * 2021-11-05 2022-01-28 中建一局集团建设发展有限公司 Ice rink and construction method thereof

Similar Documents

Publication Publication Date Title
US10865557B2 (en) Prestressed assembled concrete frame-joint connecting structure and constructing method thereof
CN204225273U (en) A kind of large-span prestressed groove type plate of upper bands bending steel muscle and frame construction
CN203977572U (en) A kind of high-rise building that adopts cast-in-situ hollow building roof
CN103883034A (en) Assembled shear wall and wall-beam connecting structure with edge restraining component
CN103306402A (en) Non-superimposition beam type fabricated frame-shear wall connection structure and construction method thereof
CN109680841A (en) Hybrid prefabricated multi-cavity reinforced concrete wall, underground space structure system and construction method
CN109184030B (en) Assembly type concrete shear wall superposed structure system and installation method
CN103981944B (en) A kind of high-rise building using cast-in-situ hollow building roof
CN109680835A (en) A kind of self-bearing type precast concrete wall panel, concrete walls, structural system and engineering method
CN209099514U (en) A kind of high level steel and concrete structure
CN202202412U (en) Rectangular steel pipe concrete special-shaped column-steel beam framework middle node
CN203769116U (en) Prefabricated through hole assembly type reinforced concrete shear wall
Ma et al. Vertical deformation analysis of a high‐rise building with high‐position connections
US9863142B2 (en) Stiffeners for metalog structures
CN104652608A (en) Assembly type exterior wall and beam connecting structure
CN209457162U (en) A kind of assembled wallboard connecting joint structure
CN109208785B (en) Assembled superposed structure system
CN210067020U (en) Sub-structure assembled frame structure
CN209412984U (en) A kind of building
CN107152107B (en) Precast concrete wall panel class component wirerope detour splicing construction and method
CN203065957U (en) PBL stiffened concrete structure of thin-walled steel box
CN109869044A (en) A kind of modularization dismounting enclosure wall
CN202202415U (en) Side node of rectangular steel pipe concrete special-shaped column and steel beam framework
CN212376139U (en) Tree-shaped three-fork steel pipe column for supporting outdoor concrete platform
CN209260958U (en) A kind of big sleeve-board part of assembly concrete exterior wall

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant