CN208148158U - It is a kind of live with strength mortar preparation facilities - Google Patents

It is a kind of live with strength mortar preparation facilities Download PDF

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Publication number
CN208148158U
CN208148158U CN201820511023.2U CN201820511023U CN208148158U CN 208148158 U CN208148158 U CN 208148158U CN 201820511023 U CN201820511023 U CN 201820511023U CN 208148158 U CN208148158 U CN 208148158U
Authority
CN
China
Prior art keywords
hopper
welded
edge strip
mortar
preparation facilities
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
CN201820511023.2U
Other languages
Chinese (zh)
Inventor
黄卫国
刘庆
罗翱
陈贵全
彭畅
刘斌
彭波
吴宇航
陈显军
李凤
蔡灿
徐贵
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.)
Poly Xinlian Blasting Engineering Group Co Ltd
Original Assignee
Guizhou Xinlian Blasting Engineering Group 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 Guizhou Xinlian Blasting Engineering Group Co Ltd filed Critical Guizhou Xinlian Blasting Engineering Group Co Ltd
Priority to CN201820511023.2U priority Critical patent/CN208148158U/en
Application granted granted Critical
Publication of CN208148158U publication Critical patent/CN208148158U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a kind of scenes with strength mortar preparation facilities, the hopper of stock chest is equipped with including top, partition is welded on the inside of the hopper, stock chest is separated aggregate storing slot and mortar reserve tank by partition, the top of the hopper is equipped with one group of symmetrically arranged edge strip, and parallel the first fixed link and the second fixed link are welded between edge strip, and first fixed link and the second fixed link be welded with screen rod along its length, the second positioning pipe for being symmetrically arranged at mortar reserve tank two sides is welded at the top of the hopper.The utility model passes through hanging ring, the first inserted link, the second positioning pipe, the second inserted link, the first positioning pipe, support column, screen rod, hopper and connection strap, preparation facilities can be built whenever and wherever possible, it is not only easy for installation, but also mortar can be prepared in time, and how much need to prepare how much;Meanwhile cement mortar is identical with concrete slurry ingredient, ensure that intensity.

Description

It is a kind of live with strength mortar preparation facilities
Technical field
The utility model relates to technical field of building construction more particularly to a kind of scene with strength mortar preparation facilities.
Background technique
According to《Concrete structure engineering job specfication》The 4th article of GB506666-2011,8.3.10 regulation, " wall, column are horizontal Construction joint cement mortar connects pulp layer thickness and is not preferably greater than 30mm, and connecing pulp layer cement mortar should be congruent with concrete slurry;" past The preparation method of mortar mainly has:1, the coarse aggregates such as stone are subtracted by match ratio by commerical ready-mixed concrete company(Or subtract the thick bone of half Material), construction site use is transported to after mixing, quantity is larger, discontinuous due to construction, causes to connect slurry pouring rear idle hours Long, mortar initial set or hardening seriously affect construction quality.2, live voluntarily mixing is not achieved congruent with concrete slurry again It is required that equally influencing construction quality.Can according to need using mortar separating screen device, with how much, mix how many, and be fully achieved Pulp layer cement mortar should be congruent with concrete slurry requirement, and it is easy to operate.
Utility model content
Purpose of the utility model is to solve disadvantages existing in the prior art, and a kind of same intensity in scene proposed Mortar preparation facilities.
To achieve the goals above, the utility model uses following technical solution:
It is a kind of live with strength mortar preparation facilities, the hopper of stock chest, the inside weldering of the hopper are equipped with including top It is connected to partition, stock chest is separated aggregate storing slot and mortar reserve tank by partition, and the top of the hopper is equipped with one group and symmetrically sets The edge strip set, and parallel the first fixed link and the second fixed link are welded between edge strip, and the first fixed link and second is fixed Bar is welded with screen rod along its length, and the second positioning for being symmetrically arranged at mortar reserve tank two sides is welded at the top of the hopper Pipe, and the first inserted link is plugged on the inside of the second positioning pipe, the top of first inserted link is welded with fixed block, and fixed block is cut with scissors It is connected to support rod, the support rod is vertically welded with support column, and the outside socket of support column far from one end of the second positioning pipe There is connection strap, connection strap is welded on corresponding edge strip close to the side of hopper, and the edge strip is hinged close to one end of aggregate storing slot There is the second inserted link, and the second inserted link is symmetricly set on the side that edge strip is located remotely from each other, the second inserted link bottom end is socketed with the first positioning Pipe, and the first positioning pipe is welded on the top of hopper.
Preferably, the bottom interior wall of the aggregate storing slot and mortar reserve tank is welded with hanging ring, and the height of hanging ring Higher than the height of hopper.
Preferably, the connection strap is equipped with circular socket holes along its length, and support column is adapted to circular socket holes size, and Support column is plugged in corresponding circular socket holes.
Preferably, the screen rod is parallel with edge strip, and screen rod is 14 reinforcing bar of φ, and the gap between screen rod is 15mm。
Preferably, the edge strip and the first fixed link and the second fixed link are vertical, and edge strip inclines towards aggregate storing slot Tiltedly, and edge strip is located at the top of aggregate storing slot close to one end of aggregate storing slot.
Preferably, first inserted link is that iron plate welding is made, and aggregate storing slot and mortar reserve tank are located remotely from each other Side inner wall is to be obliquely installed.
In the utility model, by hanging ring, the first inserted link, the second positioning pipe, the second inserted link, the first positioning pipe, support column, Screen rod, hopper and connection strap can build preparation facilities whenever and wherever possible, not only easy for installation, but also can prepare sand in time Slurry, and how much need to prepare how much;Meanwhile cement mortar is identical with concrete slurry ingredient, ensure that intensity, and isolate Aggregate use can also be participated in concreting process, material is not wasted, in addition, being capable of adjustable screen bar as needed Tilt angle, using flexible.
Detailed description of the invention
Fig. 1 be the utility model proposes it is a kind of scene with strength mortar preparation facilities structural schematic diagram;
Fig. 2 be the utility model proposes it is a kind of scene with strength mortar preparation facilities screen rod arrangement schematic diagram;
Fig. 3 be the utility model proposes it is a kind of scene with strength mortar preparation facilities hopper schematic top plan view.
In figure:1 hopper, 2 aggregate storing slots, 3 mortar reserve tanks, 4 first positioning pipes, 5 second positioning pipes, 6 first inserted links, 7 fixed blocks, 8 support rods, 9 support columns, 10 connection straps, 11 edge strips, 12 second inserted links, 13 screen rods, 14 first fixed links, 15 are hung Ring, 16 second fixed links.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.
Referring to Fig.1-3, a kind of scene is equipped with the hopper 1 of stock chest, hopper 1 including top with strength mortar preparation facilities Inside be welded with partition, stock chest is separated aggregate storing slot 2 and mortar reserve tank 3 by partition, and the top of hopper 1 is equipped with one group Symmetrically arranged edge strip 11, and parallel the first fixed link 14 and the second fixed link 16 are welded between edge strip 11, and first is solid Fixed pole 14 and the second fixed link 16 are welded with screen rod 13 along its length, and the top of hopper 1, which is welded with, is symmetrically arranged at mortar storage The second positioning pipe 5 of 3 two sides of slot is deposited, and the inside of the second positioning pipe 5 is plugged with the first inserted link 6, the top welding of the first inserted link 6 There is fixed block 7, and fixed block 7 is hinged with support rod 8, support rod 8 is vertically welded with support column far from one end of the second positioning pipe 5 9, and the outside of support column 9 is socketed with connection strap 10, connection strap 10 is welded on corresponding edge strip 11 close to the side of hopper 1, edge strip 11 are hinged with the second inserted link 12 close to one end of aggregate storing slot 2, and the second inserted link 12 is symmetricly set on edge strip 11 and is located remotely from each other Side, 12 bottom end of the second inserted link is socketed with the first positioning pipe 4, and the first positioning pipe 4 is welded on the top of hopper 1, aggregate storage The bottom interior wall for depositing slot 2 and mortar reserve tank 3 is welded with hanging ring 15, and the height of hanging ring 15 is higher than the height of hopper 1, connection Item 10 is equipped with circular socket holes along its length, and support column 9 is adapted to circular socket holes size, and support column 9 be plugged on it is corresponding In circular socket holes, screen rod 13 is parallel with edge strip 11, and screen rod 13 is 14 reinforcing bar of φ, and the gap between screen rod 13 is 15mm, edge strip 11 and the first fixed link 14 and the second fixed link 16 are vertical, and edge strip 11 is tilted towards aggregate storing slot 2, and Edge strip 11 is located at the top of aggregate storing slot 2 close to one end of aggregate storing slot 2, and the first inserted link 6 is made for iron plate welding, and bone The side inner wall that material reserve tank 2 and mortar reserve tank 3 are located remotely from each other is to be obliquely installed.
Working principle:In, the hanging ring 15 of setting shifts device by tower crane convenient for worker the utility model, from And position can be replaced whenever and wherever possible, when in use, the first inserted link 6 is inserted into corresponding second positioning pipe 5, by the second inserted link In 12 corresponding first positioning pipes 4 of insertion, later by support column 9 be inserted into corresponding circular socket holes can quickly to device into Row assembling, when needing that logical strength mortar is prepared in situ, is poured on the upper of screen rod 13 for concrete when pouring, at this time concrete In aggregate i.e. fall into aggregate storing slot 2, and with the mortar of intensity i.e. fall into mortar reserve tank 3, mortar is stored later Same strength mortar in slot 3 is very easy to use for pouring, and circular socket holes quantity is more, when the different circle of use When jack, the tilt angle of screen rod 13 can change, and then can be adjusted according to the needs angle.
The preferable specific embodiment of the above, only the utility model, but the protection scope of the utility model is not It is confined to this, anyone skilled in the art is within the technical scope disclosed by the utility model, practical according to this Novel technical solution and its utility model design are subject to equivalent substitution or change, should all cover the protection model in the utility model Within enclosing.

Claims (6)

1. a kind of scene is equipped with the hopper of stock chest including top with strength mortar preparation facilities(1), which is characterized in that it is described Hopper(1)Inside be welded with partition, stock chest is separated aggregate storing slot by partition(2)With mortar reserve tank(3), the hopper (1)Top be equipped with one group of symmetrically arranged edge strip(11), and edge strip(11)Between be welded with the first parallel fixed link(14) With the second fixed link(16), and the first fixed link(14)With the second fixed link(16)It is welded with screen rod along its length(13), The hopper(1)Top be welded with and be symmetrically arranged at mortar reserve tank(3)Second positioning pipe of two sides(5), and the second positioning pipe (5)Inside be plugged with the first inserted link(6), first inserted link(6)Top be welded with fixed block(7), and fixed block(7)Hinge It is connected to support rod(8), the support rod(8)Far from the second positioning pipe(5)One end be vertically welded with support column(9), and support Column(9)Outside be socketed with connection strap(10), connection strap(10)It is welded on corresponding edge strip(11)Close to hopper(1)Side, institute State edge strip(11)Close to aggregate storing slot(2)One end be hinged with the second inserted link(12), and the second inserted link(12)It is symmetricly set on Edge strip(11)The side being located remotely from each other, the second inserted link(12)Bottom end is socketed with the first positioning pipe(4), and the first positioning pipe(4)Weldering It connects in hopper(1)Top.
2. a kind of scene according to claim 1 is the same as strength mortar preparation facilities, which is characterized in that the aggregate storing slot (2)With mortar reserve tank(3)Bottom interior wall be welded with hanging ring(15), and hanging ring(15)Height be higher than hopper(1)Height Degree.
3. a kind of scene according to claim 1 is the same as strength mortar preparation facilities, which is characterized in that the connection strap(10) It is equipped with circular socket holes, and support column along its length(9)It is adapted to circular socket holes size, and support column(9)It is plugged on corresponding In circular socket holes.
4. a kind of scene according to claim 1 is the same as strength mortar preparation facilities, which is characterized in that the screen rod(13) With edge strip(11)In parallel, and screen rod(13)For 14 reinforcing bar of φ, and screen rod(13)Between gap be 15mm.
5. a kind of scene according to claim 1 is the same as strength mortar preparation facilities, which is characterized in that the edge strip(11)With First fixed link(14)With the second fixed link(16)It is vertical, and edge strip(11)Towards aggregate storing slot(2)Inclination, and edge strip (11)Close to aggregate storing slot(2)One end be located at aggregate storing slot(2)Top.
6. a kind of scene according to claim 1 is the same as strength mortar preparation facilities, which is characterized in that first inserted link (6)It is made for iron plate welding, and aggregate storing slot(2)With mortar reserve tank(3)The side inner wall being located remotely from each other is that inclination is set It sets.
CN201820511023.2U 2018-04-11 2018-04-11 It is a kind of live with strength mortar preparation facilities Expired - Fee Related CN208148158U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820511023.2U CN208148158U (en) 2018-04-11 2018-04-11 It is a kind of live with strength mortar preparation facilities

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820511023.2U CN208148158U (en) 2018-04-11 2018-04-11 It is a kind of live with strength mortar preparation facilities

Publications (1)

Publication Number Publication Date
CN208148158U true CN208148158U (en) 2018-11-27

Family

ID=64378566

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820511023.2U Expired - Fee Related CN208148158U (en) 2018-04-11 2018-04-11 It is a kind of live with strength mortar preparation facilities

Country Status (1)

Country Link
CN (1) CN208148158U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108381744A (en) * 2018-04-11 2018-08-10 贵州新联爆破工程集团有限公司 It is a kind of live with strength mortar preparation facilities

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108381744A (en) * 2018-04-11 2018-08-10 贵州新联爆破工程集团有限公司 It is a kind of live with strength mortar preparation facilities
CN108381744B (en) * 2018-04-11 2023-08-18 保利新联爆破工程集团有限公司 On-spot same strength mortar preparation facilities

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Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CP01 Change in the name or title of a patent holder
CP01 Change in the name or title of a patent holder

Address after: 550002, 14 floor, Fu Zhong commercial building, No. 102 Xinhua Road, Nanming District, Guiyang, Guizhou.

Patentee after: POLY XINLIAN BLASTING ENGINEERING GROUP Co.,Ltd.

Address before: 550002, 14 floor, Fu Zhong commercial building, No. 102 Xinhua Road, Nanming District, Guiyang, Guizhou.

Patentee before: GUIZHOU XINLIAN BLASTING ENGINEERING GROUP Co.,Ltd.

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

Granted publication date: 20181127