CN201495678U - Energy-saving non-bearing wall body metal-mesh keel - Google Patents

Energy-saving non-bearing wall body metal-mesh keel Download PDF

Info

Publication number
CN201495678U
CN201495678U CN2009201041770U CN200920104177U CN201495678U CN 201495678 U CN201495678 U CN 201495678U CN 2009201041770 U CN2009201041770 U CN 2009201041770U CN 200920104177 U CN200920104177 U CN 200920104177U CN 201495678 U CN201495678 U CN 201495678U
Authority
CN
China
Prior art keywords
wall body
keel
bearing wall
mesh
wire lath
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
CN2009201041770U
Other languages
Chinese (zh)
Inventor
唐永亮
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN2009201041770U priority Critical patent/CN201495678U/en
Application granted granted Critical
Publication of CN201495678U publication Critical patent/CN201495678U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Finishing Walls (AREA)

Abstract

The utility model discloses an energy-saving non-bearing wall body metal-mesh keel, which comprises a metal mesh main body, wherein the metal mesh main body is provided with continuous convex-concave structural bodies which are arranged at certain intervals. When constructing a non-bearing wall body, two convex-concave structural mesh body units are used for forming a plurality of bar-meshes and hollow mesh pore canals, and the surface of the convex-concave structural mesh body is coated with mortar to form a wall body, so the forming procedures of the keel and the weight of the wall body can be reduced, and the construction cost can be reduced. The energy-saving non-bearing wall body metal-mesh keel is applicable to the non-bearing wall body.

Description

Energy-conservation non-bearing wall body wire lath keel
Technical field
The utility model relates to a kind of keel that are used to build non-bearing wall body, has body a kind of energy-conservation non-bearing wall body wire lath keel of saying so, and has effectively avoided the weight and the cracking of body of wall.
Background technology
Traditional non-bearing wall body adopts brick to mix usually.Load is heavy, the moulding back wall is wide because brick masonry wall has, reduced defectives such as usable floor area, construction cost height.The prefabricated light body compoboard that provides batch production to produce in the market carries out connecting method, has not only overcome above-mentioned defective, but also has improved efficiency of construction.But because light body compoboard is a prefabrication, the continuation of the inherent cement of its light body compoboard is shunk, and when seam is smeared in the construction splicing, produces that new and old cement convergent force is unequal to cause that gaping of joints appears in light body compoboard, and this phenomenon is present insurmountable problem.For addressing this problem, adopt the body of wall of hollow site operation, the reinforcing bar keel frame that promptly has certain space thickness in the binding of the body of wall position of construction, wire lath by reinforcing bar keel frame both sides mounting plane, smear the non-bearing wall body of the capable one-tenth of system mortar face on its surface, solved the problem that the body of wall load heavily reaches cracking.Though the method is better than above-mentioned two kinds of measures,, cause the cost height because of having adopted a large amount of reinforcing bars and binding area.
Summary of the invention
In view of above-mentioned present situation, the utility model provides a kind of energy-conservation non-bearing wall body wire lath keel, has simplified the weight of keel molding procedure and body of wall, takes into account and has reduced construction cost.
The technical solution of the utility model is: a kind of energy-conservation non-bearing wall body wire lath keel comprise the wire lath body; Wherein, described wire lath body is one and has and be arranged in continuous convex-concave structure body at regular intervals.Like this, effectively utilized the convex-concave structure body on the wire lath body, substituted the intensity effect that reinforcing bar has, then a plurality of muscle nets and the hollow mesh road that is combined to form by the convex-concave structure body unit on two wire lath bodies.Therefore, the integral wall of smearing the mortar moulding is scraped on the keel surface that utilizes the convex-concave structure body to constitute.
According to such scheme, the cross section of the convex-concave structure body of wire lath body is trapezoidal shape, semi-circular shape or a triangle.
According to above-mentioned application characteristic, except that relating to wire lath, go back bamboo weaving dictyosome.Mainly require to select according to practice of construction.
In the utility model, the wire lath of indication is the dictyosome that adopts the machine establishment, or punch forming.
In a word, the energy-conservation non-bearing wall body wire lath keel that the utility model provides, because of adopting the convex-concave structure dictyosome of moulding, not only as the body of wall interior carrier, and have in light weight, its thickness of wall body is little 90 millimeters, and the two sides is smeared with concrete and made the type body of wall after installing, and does not ftracture after the mortar moulding easy to hang.Thereby the body of wall cost behind the integral construction is lower.
Description of drawings
Fig. 1 is the utility model structural representation;
Fig. 2, Fig. 3 are another embodiment of Fig. 1;
Fig. 4 is Fig. 1 reference diagram of constructing.
The specific embodiment
Embodiment further specifies the utility model below in conjunction with accompanying drawing.
Energy-conservation non-bearing wall body wire lath keel by shown in Figure 1 comprise wire lath body 1, and described wire lath body 1 is one to have and be arranged in continuous convex-concave structure body unit at regular intervals.In the present embodiment, the cross section of the convex-concave structure body on this wire lath body 1 is a trapezoidal shape.
During the construction of non-bearing wall body keel, the corresponding connection of the convexconcave part of two wire lath body 1 convex-concave structure body units back is formed a plurality of muscle nets and hollow mesh road.The main effect of wire lath body 1 is the carrier as the supporting body of body of wall inside and extension mortar.
According to above-mentioned application characteristic, wire lath body 1 of the present utility model also can be selected the bamboo weaving dictyosome for use except that selecting the metal dictyosome for use.When selecting the bamboo weaving dictyosome for use, its bamboo weaving dictyosome is a plane body, during the combination of two plane bodies, and is distributed with the pole location that forms certain space between two bodies.
See Fig. 2, shown in Figure 3ly provided the embodiment different with Fig. 1.The cross section of different the is convex-concave structure body of wire lath body 1 is a semi-circular shape and triangle.
See that Fig. 4 has provided the combined reference of Fig. 1.Select two wire lath bodies 1 of Fig. 1 same structure body, form a plurality of muscle nets 3 and hollow mesh road 2 according to the corresponding connection of the convexconcave part on it back, each muscle net 3 part adopts wire 4 to be bundled into one, promptly can be used as the wire lath keel of non-bearing wall body body of wall.
When being used for the non-bearing wall body wall construction, at first by back both sides, the ground of the specifying construction location hookup wire that draws; Equilateral L type keel (angle steel) vertically, laterally are installed along the line, are pressed the hookup wire line with the every 500mm fixed L of nailing type keel 3; Get above-mentioned binding all-in-one-piece wire lath keel, getting wire 4 equally, will to bundle the binding of all-in-one-piece wire lath keel and equilateral L type keel fixing, spacing 300mm; Mixed by 1: 1 with perlite with bonding mortar and to plaster, to fill out groove, dictyosome keel emboss pit is filled and led up; Fill out groove after 24 hours with 1: 3-1: 4 mortars bottoming; Feel secure after 24 hours and to finish the construction of non walling 4 with 1: 2.5 sand finish.

Claims (2)

1. energy-conservation non-bearing wall body wire lath keel comprise the wire lath body; It is characterized in that described wire lath body (1) is one to have and be arranged in continuous convex-concave structure body at regular intervals.
2. by the described energy-conservation non-bearing wall body wire lath keel of claim 1, it is characterized in that the cross section of the convex-concave structure body of wire lath body (1) is trapezoidal shape, semi-circular shape or a triangle.
CN2009201041770U 2009-08-18 2009-08-18 Energy-saving non-bearing wall body metal-mesh keel Expired - Fee Related CN201495678U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009201041770U CN201495678U (en) 2009-08-18 2009-08-18 Energy-saving non-bearing wall body metal-mesh keel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009201041770U CN201495678U (en) 2009-08-18 2009-08-18 Energy-saving non-bearing wall body metal-mesh keel

Publications (1)

Publication Number Publication Date
CN201495678U true CN201495678U (en) 2010-06-02

Family

ID=42438886

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009201041770U Expired - Fee Related CN201495678U (en) 2009-08-18 2009-08-18 Energy-saving non-bearing wall body metal-mesh keel

Country Status (1)

Country Link
CN (1) CN201495678U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106436942A (en) * 2016-10-24 2017-02-22 重庆方浩建筑保温材料有限公司万盛分公司 Heat-insulating plate with stereoscopic inner net
CN106436941A (en) * 2016-10-24 2017-02-22 重庆方浩建筑保温材料有限公司万盛分公司 Heat insulation board with internal bent net

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106436942A (en) * 2016-10-24 2017-02-22 重庆方浩建筑保温材料有限公司万盛分公司 Heat-insulating plate with stereoscopic inner net
CN106436941A (en) * 2016-10-24 2017-02-22 重庆方浩建筑保温材料有限公司万盛分公司 Heat insulation board with internal bent net
CN106436941B (en) * 2016-10-24 2019-07-09 重庆方浩建筑保温材料有限公司万盛分公司 A kind of band bending Intranet insulation board
CN106436942B (en) * 2016-10-24 2019-11-08 龙元明筑科技有限责任公司 A kind of insulation board of band solid Intranet

Similar Documents

Publication Publication Date Title
CN104631512B (en) Hang modulus method after-pouring band beam-slab construction method
CN101831970A (en) Integrally assembled wallboard wall and construction method thereof
CN102094470A (en) Composite exterior wall decorated with energy-saving blocks and construction method thereof
CN101820156B (en) Combined cable trench
CN105133755B (en) A kind of construction method and shear wall structure of reinforcement welding rack composite shear wall
CN104947846B (en) A kind of prefabricated integral frame light filling lining and preparation method thereof
CN105538820A (en) Plastic-stone modeled reinforcing layer and construction method thereof
CN201785940U (en) Reinforced concrete prefabricated beam
CN201794217U (en) Pretensioned prestressing reinforced concrete precast beam
CN104631674A (en) Composite floor slab and construction method thereof
CN102535495A (en) U-shaped groove base for prefabricated building and construction method thereof
CN102182318A (en) Construction method of cement internal partition wall with hollow internal mould steel mesh
CN205577120U (en) Assembly component of light -duty pottery glass siding wall and floor
CN201495678U (en) Energy-saving non-bearing wall body metal-mesh keel
CN201924467U (en) Composite external wall decorated with energy-saving building blocks
CN102418400B (en) Pretensioning prestressed reinforced concrete precast beam
CN201495643U (en) Thermal insulating framework for interior wall body
CN110409700B (en) Composite prefabricated inner wallboard for prefabricated building
CN214423395U (en) Assembled waterproof wall of leading
CN210507502U (en) Prefabricated assembled concrete slab bed structure
CN204491947U (en) A kind of laminated floor slab
CN206956981U (en) The prefabricated partition wall of staircase
CN109505422B (en) Reinforcing method for ancient building wall
CN201843257U (en) Pre-tensioning pre-stressed reinforced concrete precast beam
CN204899008U (en) Assemble integral frame and pack interior wallboard of light

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: 20100602

Termination date: 20110818