CN1844603A - Net formwork of non-bearing external enclosure thermal-insulating wall - Google Patents

Net formwork of non-bearing external enclosure thermal-insulating wall Download PDF

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Publication number
CN1844603A
CN1844603A CN 200610081202 CN200610081202A CN1844603A CN 1844603 A CN1844603 A CN 1844603A CN 200610081202 CN200610081202 CN 200610081202 CN 200610081202 A CN200610081202 A CN 200610081202A CN 1844603 A CN1844603 A CN 1844603A
Authority
CN
China
Prior art keywords
skeleton
plate
net
bearing external
external enclosure
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.)
Pending
Application number
CN 200610081202
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Chinese (zh)
Inventor
袁艺
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.)
Taihao Trade Co., Ltd., Hefei
Original Assignee
HEFEI ZHUYOU LIGHT STEEL CONSTRUCTION PLATE MESH 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 HEFEI ZHUYOU LIGHT STEEL CONSTRUCTION PLATE MESH CO Ltd filed Critical HEFEI ZHUYOU LIGHT STEEL CONSTRUCTION PLATE MESH CO Ltd
Priority to CN 200610081202 priority Critical patent/CN1844603A/en
Publication of CN1844603A publication Critical patent/CN1844603A/en
Pending legal-status Critical Current

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Abstract

The invention relates to a mesh mould used in non-bearing external thermal-insulated wall, which is easily to be mounted to support the irrigation of concrete. The invention comprises a skeleton which is a rod with groove section and made from thin steel wall or sheet iron; two ends are mounted with sheets vertical to the length direction; the inner groove wall of skeleton is connected to a mesh sheet; the outer groove wall of skeleton is arranged with a thermal-insulated plate; the outer surface of thermal-insulated is arranged with a mesh plate; the space between the inner mesh plate and the thermal-insulated plate is used to contain concrete. The invention can be processed and mounted with mesh plate in workshop to improve producing efficiency.

Description

Net formwork of non-bearing external enclosure thermal-insulating wall
Technical field
The present invention relates to the member that uses in the building heat preserving body of wall, specifically is exactly the keel net mould that uses on the building non.
Background technology
In the prior art, usually need be in the reinforced concrete wall by load-bearing requirement arrange reinforcing bar or shaped steel.For non, the specificity of its function has determined the difference of its structure and load bearing wall.Because it is more and more higher build to save the cry of property society, provides and save material to satisfy the novel wall of functional requirement and member thereof simultaneously be pendulum in all new problems in face of the manufacturer in the industry.
Summary of the invention
Purpose of the present invention just provides a kind of net mould that is used for non-bearing external enclosure thermal-insulating wall, and this net mould is convenient to fixing and is installed and help concrete cast.
For achieving the above object, the technical solution used in the present invention is: a kind of net formwork of non-bearing external enclosure thermal-insulating wall, it is characterized in that: the present invention includes skeleton, skeleton is the rod member shape that Steel Thin-Wall or iron sheet are bent into channel section, its two-port place is provided with the plate vertical with its length direction, be connected with the net sheet on the inboard cell wall of skeleton, the outside cell wall of skeleton is provided with warming plate, and the external surface of warming plate is provided with the net sheet.
Net mould provided by the invention normally is used in the non-bearing external enclosure body of wall, whole net mould finishes and fixes with structural column and beam at the construction field (site) in factory process, plate by the setting of skeleton two-port in the time of fixedly is connected with the structural beams of building, space between inboard net sheet and warming plate is used for and very helps fluid concrete, the thickness in this space so just becomes a non-bearing wall body by the bottom land size decision of skeleton.Skeleton provided by the invention helps processing in factory and installs with structure member such as net sheet, forms a complete keel support net mould, has avoided assembling the restriction that is subjected to the place ambient conditions at the scene, has improved production efficiency.
Summary of drawings
Fig. 1 is a structural representation of the present invention;
Fig. 2 is the structural representation of skeleton;
Fig. 3 is the left view of Fig. 2;
Fig. 4 is an A-A sectional view among Fig. 2;
Fig. 5 is a generalized section of the present invention;
The structural representation of Fig. 6 warming plate;
Fig. 7 is the A-A sectional view of Fig. 6;
Fig. 8 is the structural representation that connects skeleton;
Fig. 9 is the left view of Fig. 8.
The specific embodiment
As shown in Figure 1, 2, 3, non-bearing external enclosure fence net mould provided by the invention comprises skeleton 10, skeleton 10 is bent into the rod member shape of channel section for Steel Thin-Wall or iron sheet, its two-port place is provided with the plate vertical with its length direction 11, be connected with net sheet 20 on the inboard cell wall 12 of skeleton 10, the outside cell wall 13 of skeleton 10 is provided with warming plate 30, and the external surface of warming plate 30 is provided with net sheet 20.
Contour and its size of the both sides cell wall of described skeleton 10 is less than the width of bottom land, the effect of confined concrete can be played in the two side, because some is at the cell wall position of both sides after the concrete pouring, under the constraint of net sheet 20 and warming plate 30, net mould and concrete form an integral body, shown in Fig. 2,3,4.
Shown in Fig. 1,2,3,4, described plate 11 is fixedlyed connected with the groove bottom part of skeleton 10, and after the structural beams 50 of plate 11 and above-below direction was connected and fixed, skeleton 10 just had been fixed in the position of all directions, therefore, the body of wall constructed of the present invention need not be provided with template in addition and builds.
The groove bottom part of described skeleton 10 offers porose 14 at the bar length direction, shown in Fig. 2,3, hole 14 can be passed through for various pipelines, can pass for the reinforcing bar on the fabric structure post 60 70 again simultaneously, after pouring concrete, the structural column 60 of body of wall and building is connected as a single entity securely.
Described plate 11 is bent into the parts that dihedral constitutes by rectangular thin-wall steel or iron sheet, its bending side 111 is riveted with the groove bottom part of skeleton 10, plate 11 selects Steel Thin-Wall or iron sheet to bend just for the fixedly effect of skeleton 10 is provided, and promptly can save cost and be convenient to processing again.
Described plate 11 has two, places the inside and outside both sides of the bottom land of skeleton 10 respectively, and plate 11 matches to the length of both sides overhanging section and the groove depth of skeleton 10, can economical with materials can guarantee that again skeleton 10 is fixing and stressed even like this, shown in Fig. 2,3,4.
Shown in Fig. 6,7, on the plate face of warming plate 30 recess 31 is set, described recess 31 is for circle and evenly be arranged on warming plate 30.Warming plate 30 is by definitely 80 being fixed on connection skeleton 40 and the skeleton 10, the surface that warming plate 30 is provided with recess 31 is arranged on towards concrete inboard, Jiao Zhu concrete enters described recess 31 with regard to some like this, forms the concrete small convex pillar and is fixed in the recess 31 of warming plate 30.
The present invention also comprises shaft-like connection skeleton 40, and its cross section is the groove shape, and the warming plate 30 that is positioned at the edge is positioned at the notch that connects skeleton 40, as shown in Figure 1.
The height of the inboard cell wall of described connection skeleton 40 is greater than the height of outside cell wall.
The notch direction that will connect skeleton 40 during installation keeps consistent with structural column 60 surfaces, as shown in Figure 1, the inboard cell wall 41 that will connect skeleton 40 with cement nail 90 is fixedly connected on the structural column 60, adopt groove shape structure easily warming plate 30 to be clamped, constitute the part of non-bearing external enclosure wall, the external wall structure position that especially is fit to structural column 60 or Liang Chu installs and fixes.
Shown in Fig. 8,9, the height of described inboard cell wall 41 is greater than the height of outside cell wall 42, and when installing.Inboard cell wall 41 abuts in the surface of structural column 60, is convenient to when installing like this implement the fixing of cement nail 90, simultaneously referring to Fig. 1.
The height of the height of described inboard cell wall 11, outside cell wall 12 and bottom land width dimensions ratio are 2: 3: 4, and the connection skeleton in the cross section of ratio helps processing and fixing warming plate 30 like this.

Claims (7)

1, a kind of net formwork of non-bearing external enclosure thermal-insulating wall, it is characterized in that: the present invention includes skeleton (10), skeleton (10) is bent into the rod member shape of channel section for Steel Thin-Wall or iron sheet, its two-port place is provided with the plate vertical with its length direction (11), be connected with net sheet (20) on the inboard cell wall (12) of skeleton (10), the outside cell wall (13) of skeleton (10) is provided with warming plate (30), and the external surface of warming plate (30) is provided with net sheet (20).
2, net formwork of non-bearing external enclosure thermal-insulating wall according to claim 1, it is characterized in that: contour and its size of the both sides cell wall (12) of described skeleton (10), (13) is less than the width of bottom land, and described plate (11) is fixedlyed connected with the groove bottom part of skeleton (10).
3, net formwork of non-bearing external enclosure thermal-insulating wall according to claim 1 and 2 is characterized in that: the groove bottom part of described skeleton (10) is offered porose (14) at the bar length direction.
4, net formwork of non-bearing external enclosure thermal-insulating wall according to claim 1 and 2, it is characterized in that: described plate (11) is to be bent into the parts that dihedral constitutes by rectangular thin-wall steel or iron sheet, its bending side (111) is riveted with the groove bottom part of skeleton (10), described plate (11) has two, place the inside and outside both sides of the bottom land of skeleton (10) respectively, plate (11) matches to the length of both sides overhanging section and the groove depth of skeleton (10).
5, net formwork of non-bearing external enclosure thermal-insulating wall according to claim 1 is characterized in that: recess (31) is set on the plate face of warming plate (30), and described recess (31) is for circle and evenly be arranged on warming plate (30).
6, net formwork of non-bearing external enclosure thermal-insulating wall according to claim 1 is characterized in that: the present invention also comprises shaft-like connection skeleton (40), and its cross section is the groove shape, and the warming plate (30) that is positioned at the edge is positioned at the notch that connects skeleton (40).
7, net formwork of non-bearing external enclosure thermal-insulating wall according to claim 6 is characterized in that: the height of the inboard cell wall of described connection skeleton (40) is greater than the height of outside cell wall.
CN 200610081202 2006-05-25 2006-05-25 Net formwork of non-bearing external enclosure thermal-insulating wall Pending CN1844603A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200610081202 CN1844603A (en) 2006-05-25 2006-05-25 Net formwork of non-bearing external enclosure thermal-insulating wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200610081202 CN1844603A (en) 2006-05-25 2006-05-25 Net formwork of non-bearing external enclosure thermal-insulating wall

Publications (1)

Publication Number Publication Date
CN1844603A true CN1844603A (en) 2006-10-11

Family

ID=37063564

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200610081202 Pending CN1844603A (en) 2006-05-25 2006-05-25 Net formwork of non-bearing external enclosure thermal-insulating wall

Country Status (1)

Country Link
CN (1) CN1844603A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101126255B (en) * 2007-08-16 2010-12-01 福建省万坤顺建筑节能有限公司 Metal mesh multifunctional wall and construction method for building thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101126255B (en) * 2007-08-16 2010-12-01 福建省万坤顺建筑节能有限公司 Metal mesh multifunctional wall and construction method for building thereof

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Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C41 Transfer of patent application or patent right or utility model
TA01 Transfer of patent application right

Effective date of registration: 20061020

Address after: No 6 River Road, Shushan District, Anhui, Hefei

Applicant after: Taihao Trade Co., Ltd., Hefei

Address before: Xinghua Industrial Zone, No. 35 Qingxi Road, Hefei, Anhui

Applicant before: Hefei Zhuyou Light Steel Construction Plate Mesh Co., Ltd.

C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication