CN206655368U - A kind of novel anti-crack Lightweight core mould - Google Patents

A kind of novel anti-crack Lightweight core mould Download PDF

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Publication number
CN206655368U
CN206655368U CN201720386516.3U CN201720386516U CN206655368U CN 206655368 U CN206655368 U CN 206655368U CN 201720386516 U CN201720386516 U CN 201720386516U CN 206655368 U CN206655368 U CN 206655368U
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CN
China
Prior art keywords
lightweight
core mould
pellet
cloth
fiberglass gridding
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
CN201720386516.3U
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Chinese (zh)
Inventor
张广鹏
孙从磊
张涛
王帅朋
马祥瑜
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.)
Qingdao No 1 Construction Group Co Ltd
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Qingdao No 1 Construction Group Co Ltd
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Priority to CN201720386516.3U priority Critical patent/CN206655368U/en
Application granted granted Critical
Publication of CN206655368U publication Critical patent/CN206655368U/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 novel anti-crack Lightweight core mould, Lightweight core mould includes pellet in the lightweight that inner core is foamed material, the surface of pellet is provided with the first fiberglass gridding cloth in lightweight, in the upper surface additional isolation layer of the first fiberglass gridding cloth, the second fiberglass gridding cloth of one layer of cladding upper surface and side is set up on the outside of separation layer, waterproof layer is provided between separation layer and the second fiberglass gridding cloth newly established;The inside of pellet is distributed with two layers of reinforcement from top to bottom in lightweight, and two layers of reinforcement intersects setting;The center of pellet is provided with pouring hole in lightweight;Pellet bottom is provided with overcoat in lightweight.Novel anti-crack Lightweight core mould of the present utility model, its solve well Lightweight core mould smear pressure anticracking grout composite glass fiber grid cloth after, still can be upper surface be cracking and the problems such as edge damage arrisdefect occurs in corner location, it is ensured that construction quality, improve economic benefit.

Description

A kind of novel anti-crack Lightweight core mould
Technical field
Technical field of building construction is the utility model is related to, more particularly to a kind of novel anti-crack Lightweight core mould.
Background technology
Lightweight core mould hollow floor system, Lightweight core mould is put by being buried in plate, carried out according to design requirement with certain direction Simultaneously pouring molding is arranged, original solid superstructure is become hollow floor system, to save concrete amount, reduces construction costs, simultaneously And can enough increases building clear height, and improvement uses function, has the advantages that insulation, heat-insulated, sound insulation, and larger empty stomach rate causes Cast-in-place span of slab increase, weight reduction, reliability of structure, shock resistance performance are also improved.
Lightweight core mould can not often meet the requirement of cracking resistance in work progress due to the limitation of own material.In material In transportation of dispatching from the factory, handling and loading is improper easily to there is material breakage phenomenon;In material in situ installation course, operator Trample and easily cause material surface depression;In concreting process of vibrating, vibrating spear contact material surface is easily caused Material surface is damaged.The Crack Resistance that traditional lightweight core is taken is to smear pressure anticracking grout in material surface, then only in material Material and the extraneous upper surface composite glass fiber grid cloth being in the most contact.Although this local strengthening measure can bear concrete Evenly load, but for artificially trampling, the resistance effect for the load such as vibrating spear vibrates it is unsatisfactory, and due to glass The scope of glass fibrous mesh cloth envelope is limited only in a plane, therefore globality is poor, is especially easily being destroyed Corner location, edge damage arrisdefect phenomenon is of common occurrence.
Utility model content
For defect present in prior art or deficiency, it is light that the utility model innovatively proposes a kind of novel anti-crack Matter core, its solve well Lightweight core mould smear pressure anticracking grout composite glass fiber grid cloth after, can still go out in upper surface Now there is the problems such as edge damage arrisdefect in cracking and corner location, it is ensured that construction quality, improve economic benefit.
What the technical solution of the utility model was realized in:
A kind of novel anti-crack Lightweight core mould, the Lightweight core mould include pellet in the lightweight that inner core is foamed material, institute The surface for stating pellet in lightweight is provided with the first fiberglass gridding cloth, is set up on the surface of first fiberglass gridding cloth Separation layer, the second fiberglass gridding cloth of one layer of cladding upper surface and side is set up on the outside of the separation layer, described Waterproof layer is provided between separation layer and the second fiberglass gridding cloth newly established;In the lightweight inside of pellet from upper and Under be distributed with two layers of reinforcement, and two layers of reinforcement intersects setting;The center of pellet is provided with the lightweight Pouring hole, the top aperture of the pouring hole are less than bottom aperture;Pellet bottom is provided with for increasing lightweight in the lightweight Core bulk strength prevents the overcoat being broken in casting process.
Preferably, the cross section of the Lightweight core mould is square.
Preferably, the separation layer is bar-mat reinforcement, steel wire, organic fiber cloth, inorfil cloth and vegetable fibre net.
Preferably, the overcoat is cracking resistance grid cloth.
Compared with prior art, the beneficial effects of the utility model are:
The utility model discloses a kind of novel anti-crack Lightweight core mould, in order to overcome in existing work progress, Lightweight core mould The requirement that pressure anticracking grout composite glass fiber grid cloth can not meet to resist load and globality is smeared, still can be in upper surface There is the problems such as edge damage arrisdefect in cracking and corner location, and the utility model employs a kind of novel anti-crack Lightweight core mould, its Solve well Lightweight core mould smear pressure anticracking grout composite glass fiber grid cloth after, still can and side cracking in upper surface There is the problems such as edge damage arrisdefect in Angle Position, it is ensured that construction quality, improves economic benefit.
In the case of keeping the compound fiberglass gridding cloth size constancy of original Lightweight core mould upper surface anticracking grout, The fiberglass gridding cloth of one layer of envelope upper surface and side is set up on the outside of original fiberglass gridding cloth, increases glass fiber mesh newly Lattice cloth size is with Lightweight core mould upper surface size plus side height.In Lightweight core mould material and the extraneous upper surface being in the most contact Double glazing fibrous mesh cloth is set, can both bear the evenly load of concrete, and can limitation is artificially trampled, vibrating spear vibrates Etc. the influence of load, and outside increases fiberglass gridding cloth envelope upper surface and side simultaneously newly, to corner location Booster action is served, while also disclosure satisfy that the requirement of globality in transport of materials cargo handling process.The utility model construction party Just, can lifting construction speed, improve form removal after Surface Quality of Concrete, for response country call, promote novel building section Energy material, there is obvious society and economic benefit.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the utility model reinforcement schematic diagram;
Fig. 3 is top view of the present utility model;
Fig. 4 is upward view of the present utility model;
Fig. 5 is novel anti-crack Lightweight core mould hollow floor system structural map;
Reference:1st, pellet in lightweight;2nd, the first fiberglass gridding cloth;3rd, separation layer;4th, the second glass fiber mesh Ge Bu;5th, waterproof layer;6th, reinforcement;7th, pouring hole;8th, overcoat;9th, concrete pad;10th, iron wire;11st, finished product stirrup.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made The every other embodiment obtained, belong to the scope of the utility model protection.
As shown in Figure 1, a kind of novel anti-crack Lightweight core mould, the cross section of the Lightweight core mould is square, described light Matter core includes inner core for pellet 1 in the lightweight of foamed material, and the surface of pellet 1 is provided with the first glass fibers in the lightweight Grid cloth 2 is tieed up, in the surface additional isolation layer 3 of first fiberglass gridding cloth 2, the separation layer 3 is bar-mat reinforcement, steel wire Net, organic fiber cloth, inorfil cloth and vegetable fibre net, set up in the outside of the separation layer 3 one layer cladding upper surface and Second fiberglass gridding cloth 4 of side, set between the separation layer 3 and the second fiberglass gridding cloth 4 newly established There is waterproof layer 5;Two layers of reinforcement 6 is distributed with the inside of pellet 1 from top to bottom in the lightweight, and two layers of reinforcement 6 is mutually handed over Fork is set;The center of pellet 1 is provided with pouring hole 7 in the lightweight, and the top aperture of the pouring hole 7 is less than bottom Aperture;The bottom of pellet 1 is provided with the lightweight prevents what is be broken in casting process for increasing Lightweight core mould bulk strength Overcoat 8, the overcoat 8 are cracking resistance grid cloth.
The construction method of the novel anti-crack Lightweight core mould, comprises the following steps:
(1), after shaping the and interior foam surface for being provided with two layers of reinforcement 6 is smeared to pressure anticracking grout and compound the One fiberglass gridding cloth 2, then pressure separation layer 3, the fiberglass gridding cloth 4 of waterproof layer 5 and second are smeared successively;
(2), foot guard layer 8:By Lightweight core mould bottom lay cracking resistance grid cloth, at pouring hole 7 reserve opening so as to Pour;
(3), laying Lightweight core mould:Scaffold is installed, bottom template is laid on scaffold, template is placed more in bottom Individual finished product stirrup 11, the thickness of the finished product stirrup 11 should determine according to the position of thickness of slab and Lightweight core mould in plate, finished product horse On stirrup 11 multiple Lightweight core moulds are laid along bottom template length and width;
(4), fixed Lightweight core mould:It is anchored in using iron wire 10 through Lightweight core mould and bottom template on scaffold;
(5), one-piece casting:Concrete pad 9 is laid on Lightweight core mould, the casting concrete above Lightweight core mould, is mixed Solidifying soil height is concordant with concrete mats tile height, completes construction.
Preferably, the spacing between finished product stirrup 11 is 110-180mm, and the spacing between Lightweight core mould is 6-9mm.
The preferred embodiment of the upper only utility model, it is all in this practicality not to limit the utility model Within new spirit and principle, any modification, equivalent substitution and improvements made etc., guarantor of the present utility model should be included in Within the scope of shield.

Claims (3)

  1. A kind of 1. novel anti-crack Lightweight core mould, it is characterised in that:The Lightweight core mould includes the lightweight that inner core is foamed material Interior pellet, the surface of pellet is provided with the first fiberglass gridding cloth in the lightweight, in first fiberglass gridding cloth Surface additional isolation layer, the separation layer is bar-mat reinforcement, steel wire, organic fiber cloth, inorfil cloth and vegetable fibre net, Set up on the outside of the separation layer one layer cladding upper surface and side the second fiberglass gridding cloth, the separation layer with Waterproof layer is provided between the second fiberglass gridding cloth newly established;The inside of pellet is distributed with from top to bottom in the lightweight Two layers of reinforcement, and two layers of reinforcement intersects setting;The center of pellet is provided with pouring hole in the lightweight, institute The top aperture for stating pouring hole is less than bottom aperture;Pellet bottom is provided with integrally strong for increasing Lightweight core mould in the lightweight Degree prevents the overcoat being broken in casting process.
  2. 2. novel anti-crack Lightweight core mould according to claim 1, it is characterised in that:The cross section of the Lightweight core mould is just It is square.
  3. 3. novel anti-crack Lightweight core mould according to claim 1, it is characterised in that:The overcoat is cracking resistance grid cloth.
CN201720386516.3U 2017-04-13 2017-04-13 A kind of novel anti-crack Lightweight core mould Expired - Fee Related CN206655368U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720386516.3U CN206655368U (en) 2017-04-13 2017-04-13 A kind of novel anti-crack Lightweight core mould

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720386516.3U CN206655368U (en) 2017-04-13 2017-04-13 A kind of novel anti-crack Lightweight core mould

Publications (1)

Publication Number Publication Date
CN206655368U true CN206655368U (en) 2017-11-21

Family

ID=60317500

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720386516.3U Expired - Fee Related CN206655368U (en) 2017-04-13 2017-04-13 A kind of novel anti-crack Lightweight core mould

Country Status (1)

Country Link
CN (1) CN206655368U (en)

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171121

Termination date: 20190413

CF01 Termination of patent right due to non-payment of annual fee