CN207314651U - A kind of double P plates - Google Patents

A kind of double P plates Download PDF

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Publication number
CN207314651U
CN207314651U CN201721198053.4U CN201721198053U CN207314651U CN 207314651 U CN207314651 U CN 207314651U CN 201721198053 U CN201721198053 U CN 201721198053U CN 207314651 U CN207314651 U CN 207314651U
Authority
CN
China
Prior art keywords
precast slab
precast
double
type
vertical muscle
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
CN201721198053.4U
Other languages
Chinese (zh)
Inventor
汤劲松
李晓波
赵亚利
张莉
张立东
王文静
赵国强
王林
张继文
栗芝
王广森
李广
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.)
Henan Wandao Jiejian Co Ltd
Original Assignee
Henan Wandao Jiejian 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 Henan Wandao Jiejian Co Ltd filed Critical Henan Wandao Jiejian Co Ltd
Priority to CN201721198053.4U priority Critical patent/CN207314651U/en
Application granted granted Critical
Publication of CN207314651U publication Critical patent/CN207314651U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of double P plates, including precast slab, the precast slab is arranged to size, two pieces of thickness all same, the precast concrete intralamellar part sets vertical muscle, transverse bar, connected between two pieces of precast slabs by V-type dowel, the both ends of the V-type dowel set crotch, the vertical muscle of " V-type " elbow connection side precast slab of the V-type dowel, the vertical muscle of the crotch connection opposite side precast slab of the V-type dowel, the thickness of the precast slab is 50 ~ 60 ㎝, 80 ~ 150 ㎝ of spacing of the both sides precast slab;Generally, the utility model has the advantages that speed of application is fast, is readily transported and lifts.

Description

A kind of double P plates
Technical field
The utility model belongs to building field, more particularly to a kind of double P plates.
Background technology
Double P plates are double-deck precast slab(Precast Concrete), double P plates both sides are precast slab, in Portion is by connection bar connecting.Double P plates are transported to after construction site, and empty position casting concrete, without template, does not have to wherein Formwork, striking job are carried out, therefore, has the advantages that speed of application is fast.
The content of the invention
The purpose of this utility model is to provide a kind of double P plates, this pair of P harden structure is simple, and manufacture is easy, can effectively carry High speed of application and quality, have high use value.
What the purpose of this utility model was realized in:A kind of double P plates, including precast slab, described is prefabricated mixed Concrete board be arranged to size, two pieces of thickness all same, the precast concrete intralamellar part sets vertical muscle, transverse bar, described two Connected between block precast slab by V-type dowel, the both ends of the V-type dowel set crotch, the V-type connection The vertical muscle of " V-type " elbow connection side precast slab of muscle, the crotch connection opposite side of the V-type dowel are prefabricated mixed The vertical muscle of concrete board.
The thickness of the precast slab is 50 ~ 60 ㎝.
80 ~ 150 ㎝ of spacing of the both sides precast slab.
The utility model produce beneficial effect be:The utility model makes double-deck precast concrete in prefabricated board factory Plate, is being spelled after transporting to construction site, and empty position connects casting concrete thereto, eliminates and is propped up at the construction field (site) Mould, the flow chart of form removal, highly shortened the construction period.In addition, during precast slab is arranged to by the utility model Empty structure, alleviates the dead weight of precast slab, is readily transported and carries out on-site hoisting.
Brief description of the drawings
Fig. 1 is the positive structure diagram of the utility model.
Fig. 2 is the right side structure schematic view of the utility model.
Fig. 3 is the overlooking the structure diagram of the utility model.
Fig. 4 is the dimensional structure diagram being connected with vertical muscle of one of V-type dowel
In figure:1st, precast slab 2, vertical muscle 3, transverse bar 4, V-type dowel 5, crotch.
Embodiment
Below in conjunction with the accompanying drawings to the embodiment further instruction of the utility model.
Embodiment 1
As shown in attached drawing 1-4, a kind of double P plates, including precast slab 1, the precast slab 1 are arranged to big Two pieces small, thickness all same, the inside of precast slab 1 sets vertical muscle 2, transverse bar 3, two blocks of precast concretes Connected between plate 1 by V-type dowel 4, the both ends of the V-type dowel 4 set the crotch 5, " V of the V-type dowel 4 Type " elbow connects the vertical muscle 2 of side precast slab 1, and the crotch 5 of the V-type dowel 4 connects opposite side concrete The vertical muscle 2 of native plate 1.
The thickness of the precast slab 1 is 55 ㎝.
100 ㎝ of spacing of the both sides precast slab 1.
The utility model is when in use:A kind of double P plates, are connected and composed by two pieces of precast slabs, two pieces of concretes Linked together between native plate by V-type dowel.Double P plates are transported to construction site after prefabricated board factory process is good, are being applied After work scene is assembled, empty position casting concrete, just completes the construction of wallboard thereto, have construction speed it is fast, The advantages of construction quality is good.
Generally, the utility model has the advantages that speed of application is fast, is readily transported and lifts.

Claims (3)

1. a kind of double P plates, including precast slab, it is characterised in that:The precast slab is arranged to size, thickness Two pieces of all same, the precast concrete intralamellar part set vertical muscle, transverse bar, pass through between two pieces of precast slabs V-type dowel connects, and the both ends of the V-type dowel set crotch, " V-type " elbow connection one of the V-type dowel The vertical muscle of side precast slab, the vertical muscle of the crotch connection opposite side precast slab of the V-type dowel.
A kind of 2. double P plates according to claim 1, it is characterised in that:The thickness of the precast slab is 50 ~ 60 ㎝。
A kind of 3. double P plates according to claim 1, it is characterised in that:80 ~ 150 ㎝ of spacing of the precast slab.
CN201721198053.4U 2017-09-19 2017-09-19 A kind of double P plates Expired - Fee Related CN207314651U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721198053.4U CN207314651U (en) 2017-09-19 2017-09-19 A kind of double P plates

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721198053.4U CN207314651U (en) 2017-09-19 2017-09-19 A kind of double P plates

Publications (1)

Publication Number Publication Date
CN207314651U true CN207314651U (en) 2018-05-04

Family

ID=62383073

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721198053.4U Expired - Fee Related CN207314651U (en) 2017-09-19 2017-09-19 A kind of double P plates

Country Status (1)

Country Link
CN (1) CN207314651U (en)

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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: 20180504

Termination date: 20180919