CN201245913Y - Concrete steel wire net cage vivo die - Google Patents

Concrete steel wire net cage vivo die Download PDF

Info

Publication number
CN201245913Y
CN201245913Y CNU2008200907112U CN200820090711U CN201245913Y CN 201245913 Y CN201245913 Y CN 201245913Y CN U2008200907112 U CNU2008200907112 U CN U2008200907112U CN 200820090711 U CN200820090711 U CN 200820090711U CN 201245913 Y CN201245913 Y CN 201245913Y
Authority
CN
China
Prior art keywords
lower shoe
upper box
wire cloth
gauze wire
bottom plate
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
CNU2008200907112U
Other languages
Chinese (zh)
Inventor
王世鹏
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 CNU2008200907112U priority Critical patent/CN201245913Y/en
Application granted granted Critical
Publication of CN201245913Y publication Critical patent/CN201245913Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

A cement steel-wire net case centre-form relates to a prefabricated component used in construction engineering, in particular to the cement steel-wire net case centre-form used as a template, which comprises an upper case body (1) and a lower bottom plate (2). The upper case body (1) is a quadrate shell body, the bottom of which is opened with an opening; the lower bottom plate (2) is a rectangular plate body; the upper case body (1) and the lower bottom plate (2) are formed by mortars through casting, and are paved with steel-wire nets (3) internally; and the tail-end of the steel-wire nets (3) paved in the lower bottom plate (2) is upwards bent and extends out of the top surface of the lower bottom plate (2). The cement steel-wire net case centre-form has the advantages of simple and convenient manufacture and low manufacturing cost, is firm and durable, combines with casting components for bearing together when in use, and needs no form removal.

Description

Cement gauze wire cloth cabinet inner module
Technical field
The utility model relates to the prefabricated component that construction work is used, and specifically is a kind of cement gauze wire cloth cabinet inner module as template.
Background technology
At present, have the following disadvantages in forming process for the cast-in-situ hollow floor plate in the common buildings engineering, the cavity of hollow object such as box-shaped beam slab in the bridge:
1, wooden model casing: make time-consumingly, cost is higher, form removal after the moulding, and the damaged template rate is high and increase labour cost.
2, fillibility material: with light materials such as cement perlite, benzene plate, cracky in construction, cost height.
3, the cement casing made from glass fiber mesh, material must adopt low alkalinity cement and alkali resistance fiber net, and durability is relatively poor.Main is that this class casing only plays filling effect, causes the permanent load of structure to increase, and causes the raising of engineering cost.
The utility model content
Technical problem to be solved in the utility model is: provide that a kind of making is simple and convenient, cost is low, sturdy and durable, when using and build the part common carrying that combines, need not the cement gauze wire cloth cabinet inner module of form removal.
Technical solution of the present utility model is: it comprises upper box and lower shoe, described upper box is the square casing of bottom opening, lower shoe is the rectangle plate body, upper box and lower shoe are built by mortar and are formed, and inside all is equipped with gauze wire cloth, and the gauze wire cloth end of lower shoe laid inside upwards bends and stretches out the lower shoe end face.
Technique effect of the present utility model is: it have make simple and convenient, cost is low, sturdy and durable, when using and build the part common carrying that combines, need not the advantage of form removal.
Description of drawings
Accompanying drawing is a three-dimensional cutaway view of the present utility model.
The specific embodiment
As shown in drawings, it comprises upper box 1 and places the lower shoe 2 of upper box 1 bottom, described upper box 1 is the square casing of bottom opening, lower shoe 2 is the rectangle plate body, upper box 1 and lower shoe 2 are built by mortar and are formed, and inside all is equipped with gauze wire cloth 3, and gauze wire cloth 3 ends of lower shoe 2 laid inside upwards bend and stretch out lower shoe 2 end faces.Upper box 1 end face four limits are equipped with lead angle 4.Upper box 1 sidewall is provided with recessed keyway 5.Keyway 5 is the wavy of bending.Be provided with the surrounding edge 6 of projection around lower shoe 2 end faces, upper box 1 places in the surrounding edge 6.
The utility model can adopt Portland cement, belongs to the arrangement of reinforcement cement products, has very high self intensity, can guarantee in transportation, work progress, not damage indeformable, the people's operation of can directly standing on the case top, convenient construction.The utility model can be applicable in the steel concrete, prestressed reinforced concrete structure of large span, as: the cast-in-place concrete hollow floor slab of civilian construction, the box-shaped beam slab in the bridge construction etc.

Claims (5)

1, cement gauze wire cloth cabinet inner module, comprise upper box (1) and lower shoe (2), it is characterized in that, described upper box (1) is the square casing of bottom opening, lower shoe (2) is the rectangle plate body, upper box (1) and lower shoe (2) are built by mortar and are formed, and inside all is equipped with gauze wire cloth (3), and gauze wire cloth (3) end of lower shoe (2) laid inside upwards bends and stretches out lower shoe (2) end face.
2, cement gauze wire cloth cabinet inner module as claimed in claim 1 is characterized in that, described upper box (1) end face four limits are equipped with lead angle (4).
3, cement gauze wire cloth cabinet inner module as claimed in claim 1 or 2 is characterized in that, described upper box (1) sidewall is provided with recessed keyway (5).
4, cement gauze wire cloth cabinet inner module as claimed in claim 3 is characterized in that, described keyway (5) is the wavy of bending.
5, cement gauze wire cloth cabinet inner module as claimed in claim 1 is characterized in that, is provided with the surrounding edge (6) of projection around described lower shoe (2) end face, and upper box (1) places in the surrounding edge (6).
CNU2008200907112U 2008-08-20 2008-08-20 Concrete steel wire net cage vivo die Expired - Fee Related CN201245913Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008200907112U CN201245913Y (en) 2008-08-20 2008-08-20 Concrete steel wire net cage vivo die

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008200907112U CN201245913Y (en) 2008-08-20 2008-08-20 Concrete steel wire net cage vivo die

Publications (1)

Publication Number Publication Date
CN201245913Y true CN201245913Y (en) 2009-05-27

Family

ID=40729733

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008200907112U Expired - Fee Related CN201245913Y (en) 2008-08-20 2008-08-20 Concrete steel wire net cage vivo die

Country Status (1)

Country Link
CN (1) CN201245913Y (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102155064A (en) * 2011-03-15 2011-08-17 辛崇安 Cast-in-place concrete hollow floor slab internally provided with assembled box template
CN112160480A (en) * 2020-09-22 2021-01-01 湖南弘久建材科技有限公司 Assembly type combined box mold # -shaped hollow floor structure and construction method thereof
CN113136998A (en) * 2020-12-28 2021-07-20 中国建筑第五工程局有限公司 Construction method of coated steel net cage hollow floor

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102155064A (en) * 2011-03-15 2011-08-17 辛崇安 Cast-in-place concrete hollow floor slab internally provided with assembled box template
CN112160480A (en) * 2020-09-22 2021-01-01 湖南弘久建材科技有限公司 Assembly type combined box mold # -shaped hollow floor structure and construction method thereof
CN113136998A (en) * 2020-12-28 2021-07-20 中国建筑第五工程局有限公司 Construction method of coated steel net cage hollow floor

Similar Documents

Publication Publication Date Title
CN109403458A (en) Novel pre-fabricated one
CN201245913Y (en) Concrete steel wire net cage vivo die
CN207110166U (en) A kind of prefabricated PC close rib building roof composite plate
CN100516404C (en) Reinforcing-bar concrete building roof with tree-dimensional bearing structure
CN205444614U (en) Net piece forms hollow dark contignation with spacer bar cast in situ concrete
CN103741801B (en) A kind of balcony slab and the attachment structure of composite beam
CN105881730B (en) A kind of manufacturing method of FRP grid concrete compoboard
CN209397710U (en) Novel pre-fabricated one
CN102535708A (en) Manufacturing method of ribbed reinforced concrete prefabricated board
CN101696587B (en) Prefabricated part for light plate
CN106948534A (en) Mesh sheet forms hollow dark contignation and technique with spacer bar cast-in-place concrete
CN205224365U (en) Cavity superstructure component
CN209114754U (en) A kind of assembled cavity precast stair
CN204001337U (en) Close rib building roof is poured into a mould built-in mould
CN212295250U (en) Assembled building floor
CN100449077C (en) Precast member for hollow concrete slab
CN100501045C (en) Light die block constructional member for concrete filling
CN100535363C (en) Precast member for concrete hollow slab
CN100449079C (en) Precast member for hollow slab
CN101509293B (en) Prefabricated element for thistle board
CN101113621A (en) Cast-in-situ concrete hollow slab
CN1779169B (en) Precast member for lightweight board
CN1779168B (en) Precast member for lightweight board
CN100501046C (en) Light die block component for filling concrete
CN202611052U (en) Mechanism thin wall filling component

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: 20090527

Termination date: 20110820