CN209369144U - A kind of precast floor slab connecting node - Google Patents

A kind of precast floor slab connecting node Download PDF

Info

Publication number
CN209369144U
CN209369144U CN201822089215.1U CN201822089215U CN209369144U CN 209369144 U CN209369144 U CN 209369144U CN 201822089215 U CN201822089215 U CN 201822089215U CN 209369144 U CN209369144 U CN 209369144U
Authority
CN
China
Prior art keywords
bolt
floor slab
precast floor
steel plate
collar
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.)
Expired - Fee Related
Application number
CN201822089215.1U
Other languages
Chinese (zh)
Inventor
梁建国
杨凡
刘亚平
沈彬
阙爱星
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.)
Changsha University of Science and Technology
Original Assignee
Changsha University of Science and Technology
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 Changsha University of Science and Technology filed Critical Changsha University of Science and Technology
Priority to CN201822089215.1U priority Critical patent/CN209369144U/en
Application granted granted Critical
Publication of CN209369144U publication Critical patent/CN209369144U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model provides a kind of precast floor slab connecting node, including bolt, bolt collar, precast floor slab and steel plate, and the bolt collar is embedded in precast floor slab;There is prepared screw-bolt hole on the steel plate, for passing through bolt;The bolt first passes through the bolt hole on steel plate and connect again with the bolt collar being embedded in precast floor slab;The position of bolt collar determines when the size and location of prepared screw-bolt hole on the steel plate is connected according to precast floor slab.The utility model beneficial effect is: by using above-mentioned technical proposal, site operation is easy, wet construction is few, floor bonding strength is high.

Description

A kind of precast floor slab connecting node
Technical field
The utility model relates to assembled architecture fields, and in particular to a kind of precast floor slab connecting node.
Background technique
Existing precast floor slab can be prefabricated in the factory after machine-shaping, then transport to building-site and carry out installation connection, pre- at present Floor interconnection technique processed uses wet process filling technique, and it is insufficient that long, connection that there are on-site construction times positions hardly possible, floor bonding strength The problems such as.
Summary of the invention
The purpose of this utility model is to provide a kind of precast floor slab connecting nodes, to solve to propose in above-mentioned background technique The problem of, the utility model provides the following technical solution:
A kind of precast floor slab connecting node provided by the utility model, including bolt, bolt collar, precast floor slab and steel Plate, the bolt collar are embedded in precast floor slab;There is prepared screw-bolt hole on the steel plate, for passing through bolt;The bolt The bolt hole on steel plate is first passed through to connect with the bolt collar being embedded in precast floor slab again.
The position of bolt collar is true when the size and location of prepared screw-bolt hole on the steel plate is connected according to precast floor slab It is fixed.
Construction site need to only lift precast floor slab in place, spread steel plate, be inserted into and tighten bolt, teeming or with elasticity material The reserved construction space of material filling precast floor slab.
Advantages and beneficial effects of the utility model lie in that by using above-mentioned technical proposal, site operation simplicity, wet work Industry is few, floor bonding strength is high.
Detailed description of the invention
Fig. 1 is the connection schematic diagram of the utility model.
In figure: 1 is bolt;2 be steel plate;3 be precast floor slab;4 be bolt collar.
Specific embodiment
The utility model is further described below in conjunction with attached drawing.It should be noted that skill described in following embodiments The combination of art feature or technical characteristic is not construed as isolated, they can be combined with each other to reaching better Technical effect.In the drawings of the following embodiments, the identical label that each attached drawing occurs represents identical feature or component, can Applied in different embodiments.
As shown in Figure 1, a kind of precast floor slab connecting node provided by the utility model, including it is bolt, bolt collar, prefabricated Floor and steel plate, the bolt collar are embedded in precast floor slab;There is prepared screw-bolt hole on the steel plate, for passing through bolt; The bolt first passes through the bolt hole on steel plate and connect again with the bolt collar being embedded in precast floor slab.
Precast floor slab during factory manufacturing, first installs bolt collar, reserves enough construction spaces.
Construction site need to only lift precast floor slab in place, spread steel plate, be inserted into and tighten bolt, teeming or with elasticity material The reserved construction space of material filling precast floor slab.
The advantages of basic principles and main features and the utility model of the utility model have been shown and described above.On It states and only illustrates the principles of the present invention described in embodiment and specification, do not departing from the spirit and scope of the utility model Under the premise of, the utility model also has various changes and improvements, these changes and improvements both fall within claimed it is practical In novel range.Above-described embodiment is only exemplary, should not be using the embodiments herein as the utility model interest field It limits.

Claims (1)

1. a kind of precast floor slab connecting node, characterized in that including bolt, bolt collar, precast floor slab and steel plate, the bolt Sleeve is embedded in precast floor slab;There is prepared screw-bolt hole on the steel plate, for passing through bolt;The bolt first passes through on steel plate Bolt hole connect again with the bolt collar being embedded in precast floor slab;The size and location of prepared screw-bolt hole on the steel plate The position of bolt collar determines when being connected according to precast floor slab.
CN201822089215.1U 2018-12-12 2018-12-12 A kind of precast floor slab connecting node Expired - Fee Related CN209369144U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201822089215.1U CN209369144U (en) 2018-12-12 2018-12-12 A kind of precast floor slab connecting node

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201822089215.1U CN209369144U (en) 2018-12-12 2018-12-12 A kind of precast floor slab connecting node

Publications (1)

Publication Number Publication Date
CN209369144U true CN209369144U (en) 2019-09-10

Family

ID=67832437

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201822089215.1U Expired - Fee Related CN209369144U (en) 2018-12-12 2018-12-12 A kind of precast floor slab connecting node

Country Status (1)

Country Link
CN (1) CN209369144U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111576613A (en) * 2020-05-21 2020-08-25 山东弘宜装配式建筑科技有限公司 Fabricated concrete building and installation method thereof
CN111877624A (en) * 2020-07-27 2020-11-03 东南大学 Dry type connecting joint of assembled concrete floor
CN115653173A (en) * 2022-10-25 2023-01-31 四川大学 Take precast concrete heat preservation composite floor that GFRP strengthened

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111576613A (en) * 2020-05-21 2020-08-25 山东弘宜装配式建筑科技有限公司 Fabricated concrete building and installation method thereof
CN111877624A (en) * 2020-07-27 2020-11-03 东南大学 Dry type connecting joint of assembled concrete floor
CN115653173A (en) * 2022-10-25 2023-01-31 四川大学 Take precast concrete heat preservation composite floor that GFRP strengthened

Similar Documents

Publication Publication Date Title
CN209369144U (en) A kind of precast floor slab connecting node
CN107882184A (en) Assembling type outer wall system and its construction method
CN204098253U (en) A kind of modified air-entrained concrete building block exterior wall insulated structure
CN104032850B (en) Precast shear wall dry type vertical connection nodes and construction method
CN106760038A (en) A kind of T-shaped precast concrete shear wall and its dry construction connection method
CN103741809B (en) The method of attachment of sleeper formula prefabricated units
CN202164545U (en) Vertical prestressing pore canal communicating pipes and mud-jacking pipes
CN104455723B (en) Building pipe clamp connection drainage system branch pipe combines preset construction method of installation
CN103774817A (en) Special-shaped decorative stone wall surface sticking method
CN204370700U (en) Built-in pipe reinforcement lapping connection component
CN104234269B (en) A kind of construction method of prefabricated round type shear wall
CN209066873U (en) A kind of pipeline hangs hole mold
CN208363295U (en) Prefabricated concrete structure ball bolt grouting connector
CN207934486U (en) A kind of connection structure of masonry bearing capacity metope and basis
CN204199543U (en) The full grouting connecting reinforcement sleeve of the variable cross section realized by technique for rolling
CN203821765U (en) Multilayer elastic hook anchor bolt
CN203546944U (en) Assembly type shear wall
CN204855251U (en) Strenghthened type screw -thread steel anchor clamps
CN105625667B (en) A kind of vertical steel band fixed setting method of hanging piece for stone
CN207827677U (en) A kind of pre-buried hanging apparatus for concrete prefabricated element
CN209585295U (en) A kind of tower crane attached wall built-in fitting
CN209211733U (en) A kind of precast floor slab welding connection node
CN104153461A (en) Precast concrete structural member and method for building construction longitudinal connection between structural members
CN208220252U (en) A kind of connection structure of masonry bearing capacity metope and top
CN109457866B (en) Anti-sliding partially-wrapped composite beam and prefabricating method thereof

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190910

Termination date: 20201212