CN201241478Y - Wall thickness locking rod of EPS plate cast-in-place concrete system - Google Patents

Wall thickness locking rod of EPS plate cast-in-place concrete system Download PDF

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Publication number
CN201241478Y
CN201241478Y CNU2008200890111U CN200820089011U CN201241478Y CN 201241478 Y CN201241478 Y CN 201241478Y CN U2008200890111 U CNU2008200890111 U CN U2008200890111U CN 200820089011 U CN200820089011 U CN 200820089011U CN 201241478 Y CN201241478 Y CN 201241478Y
Authority
CN
China
Prior art keywords
place concrete
wall thickness
eps
cast
securing rod
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
CNU2008200890111U
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Chinese (zh)
Inventor
林国海
翟秀英
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.)
Harbin Hongsheng House Energy Saving System R&D Center
Original Assignee
Harbin Hongsheng House Energy Saving System R&D Center
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 Harbin Hongsheng House Energy Saving System R&D Center filed Critical Harbin Hongsheng House Energy Saving System R&D Center
Priority to CNU2008200890111U priority Critical patent/CN201241478Y/en
Application granted granted Critical
Publication of CN201241478Y publication Critical patent/CN201241478Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model provides a stay rod of wall thickness for construction of an external heat insulation system of cast-in-place concrete with EPS boards and an external heat insulation system of cast-in-place concrete with EPS steel-net supporting boards in the energy-saving buildings, which relates to a stay rod made of engineering plastic via modeling. The utility model relates to a stay rod of thickness for constructing energy-saving composite walls, which comprises a turn-buckle, a fastening locker disc, a support pillar and a tip baffle, wherein the turn-buckle arranged at the front end maintains the self-tapping capacity of a screw and can be screwed into an EPS board and then fixed with the EPS board through positioning of the fastening locker disc, the middle support pillar controls the thickness of concrete walls, one side of the support pillar is connected with the fastening locker disc and the other side is connected to the rear tip baffle to tighten with a large template. By utilizing the assembly method, construction quality of energy-saving constructions can be effectively guaranteed, thereby increasing the integral thermal insulation effect and prolonging the service life of buildings.

Description

EPS plate cast-in-place concrete system wall thickness securing rod
One, technical field
The utility model relates to a kind of concrete wall body thickness support bar, specifically control the securing rod of concrete wall body thickness.
Two, background technology
Two construction quality problems almost often appear in energy saving building EPS plate cast-in-place concrete exterior wall outer heat preservation system and the construction of EPS steel wire net rack plate cast-in-place concrete exterior wall outer heat preservation system.One: the EPS plate can not be close together with the steel large form well, but certain slit is arranged; Its two: when split bolt carries out the large form die cavity when reinforcing, sectional dimension is difficult to control.When mould was gone in cast-in-situ concrete, concrete had not only injected die cavity, had also injected the slit of EPS plate and large form, made the concrete wall section deformation.After the form removal, EPS plate air spots, thickness of wall body and verticality have a strong impact on the degree of safety and the energy-saving effect of building structure well beyond the numerical value of construction quality acceptance criteria defined.
Two, utility model content
The utility model is in order to solve construction quality problem in energy saving building EPS plate cast-in-place concrete exterior wall outer heat preservation system and the EPS steel wire net rack plate cast-in-place concrete exterior wall outer heat preservation system, and then a kind of thickness securing rod of desirable building energy conservation composite wall body is provided.
The purpose of this utility model is achieved in that it is to use a kind of engineering plastics, thickness of wall body securing rod on the coagulation that the employing mold is manufactured, and it is a side screw-button and a locking disk, the centre is that the termination baffle plate of the support bar and the other end constitutes.
Engineering of the present utility model is used and can effectively be prevented frequent two common quality defects that occur in EPS plate cast-in-place concrete exterior wall outer heat preservation system and the construction of EPS steel wire net rack plate exterior wall external heat preservation system, improve the construction quality standard of energy saving building, accelerate speed of application, the energy saving building of China is developed in a healthy way.
The utility model also comprises:
1, described is screw-button, and the termination is thin, and root is thick.
2, described is that fastening locking disk is circular, thin edge, and the inside is thick, and a side is that the plane opposite side is a cambered surface, faces directly with screw-button to be connected, and cambered surface is connected with support bar.
3, described is support bar, four prismatics, and also middle thick, two ends are thin.
4, described is that the termination baffle plate is rounded, and a side is the plane, and the plane is connected with securing rod, and opposite side becomes concave ball shape.
5, end that screw-button is thin and EPS plate are tightened the back and are locked concrete section thickness by fastening locking disk is spacing with support bar.The length of support bar is that when the fastening steel form of split bolt, baffle plate one side concave spherical surface in termination is firm with steel large form top by the decision of the thickness of section of concrete wall.
Four, description of drawings
Fig. 1 is the structural representation of the utility model preferred forms.
Fig. 2 is the left view of Fig. 1.
Fig. 3 is the mid portion sectional drawing.
Fig. 4 is the right view of Fig. 1.
Five, the specific embodiment
For example the utility model is done description in more detail below in conjunction with accompanying drawing:
In conjunction with Fig. 1, Fig. 2 and Fig. 3, shown in Figure 4, the building combined wall thickness securing rod of present embodiment, it is to be connected with the 2. plane of fastening locking disk one side by 1. screw-button, and the cambered surface of locking disk is connected with 3. support bar, and the other end of support bar is connected with the plate washer that 4. breaks end and combines.

Claims (6)

1, system wall thickness securing rod on the cast-in-place coagulation of a kind of EPS plate, it is characterized in that: by screw-button, fastening locking disk, support bar, the termination plate washer constitutes, it is to be connected with fastening locking disk plane by the screw-button root, the locking disk other end is connected with support bar, the support bar other end is connected with keyed end first speed board plane, is to use engineering plastic materials, adopts mold injection molded.
2, EPS plate cast-in-place concrete system wall thickness securing rod according to claim 1, it is characterized in that: screw-button, fastening locking disk, support bar, termination baffle plate are with a kind of engineering plastic materials.
3, EPS plate cast-in-place concrete system wall thickness securing rod according to claim 1, it is characterized in that: the screw-button termination is thin, and root is thick.
4, EPS plate cast-in-place concrete system wall thickness securing rod according to claim 1 is characterized in that: fastening locking disk is circular, and the thin edge the inside is thick, and a side is the plane, and opposite side is a cambered surface, faces directly with screw-button to be connected, and cambered surface is connected with support bar.
5, EPS plate cast-in-place concrete system wall thickness securing rod according to claim 1 is characterized in that: support bar is four rib types, and middle thick, and two ends are thin.
6, EPS plate cast-in-place concrete system wall thickness securing rod according to claim 1, it is characterized in that: the termination baffle plate is rounded, and a side is the plane, and the plane is connected with securing rod, and a side becomes concave ball shape.
CNU2008200890111U 2008-01-04 2008-01-04 Wall thickness locking rod of EPS plate cast-in-place concrete system Expired - Fee Related CN201241478Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008200890111U CN201241478Y (en) 2008-01-04 2008-01-04 Wall thickness locking rod of EPS plate cast-in-place concrete system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008200890111U CN201241478Y (en) 2008-01-04 2008-01-04 Wall thickness locking rod of EPS plate cast-in-place concrete system

Publications (1)

Publication Number Publication Date
CN201241478Y true CN201241478Y (en) 2009-05-20

Family

ID=40714774

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008200890111U Expired - Fee Related CN201241478Y (en) 2008-01-04 2008-01-04 Wall thickness locking rod of EPS plate cast-in-place concrete system

Country Status (1)

Country Link
CN (1) CN201241478Y (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT15315U1 (en) * 2016-05-09 2017-06-15 Franz Oberndorfer Gmbh & Co Kg Connecting element for a hollow wall element

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT15315U1 (en) * 2016-05-09 2017-06-15 Franz Oberndorfer Gmbh & Co Kg Connecting element for a hollow wall element

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20090520

Termination date: 20110104