CN205502574U - Mould mould is hung to swift formula - Google Patents

Mould mould is hung to swift formula Download PDF

Info

Publication number
CN205502574U
CN205502574U CN201620020798.0U CN201620020798U CN205502574U CN 205502574 U CN205502574 U CN 205502574U CN 201620020798 U CN201620020798 U CN 201620020798U CN 205502574 U CN205502574 U CN 205502574U
Authority
CN
China
Prior art keywords
formwork
mould
fast
template
type
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
CN201620020798.0U
Other languages
Chinese (zh)
Inventor
王刚
慕洪涛
王艳明
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.)
China Construction Second Engineering Bureau Co Ltd
Original Assignee
China Construction Second Engineering Bureau 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 China Construction Second Engineering Bureau Co Ltd filed Critical China Construction Second Engineering Bureau Co Ltd
Priority to CN201620020798.0U priority Critical patent/CN205502574U/en
Application granted granted Critical
Publication of CN205502574U publication Critical patent/CN205502574U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

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

Abstract

The utility model discloses a mould mould is hung to swift formula for carry out concrete placement to being equipped with the floor of reserving the entrance to a cave, it includes: first template piece, be equipped with the wire rope handling hole on the first template piece, second template piece, be equipped with the wire rope handling hole on the second template piece, the articulated elements, the articulated elements respectively with first template fast with second template piece fixed connection, articulate one side of first template piece and second template piece and link together, the reservation entrance to a cave that first template piece, second template piece can shelter from the floor after expanding, the bracing piece, the bracing piece erects the reservation entrance to a cave top of floor, connect the rope, connect that the rope passes that first template is fast, the wire rope handling hole on the second template piece, first template piece and second template piece and bracing piece link together. The utility model discloses the mould only needs just alone can accomplish the concrete placement construction, the efficiency of construction height, uses manpower sparingly and consumes.

Description

A kind of fast-type hangs mould mould
Technical field
This utility model belongs to and hangs mould technical field of mold, particularly relates to a kind of fast-type and hangs mould mould.
Background technology
In building construction process due to construction need or operation intert etc. reason, structure floor generally has a lot of reserved opening.Reserved opening uses plumb aligner that axial line control point is vertically passed the hole reserved on floor during including measuring;Hot-water heating pipeline reserved opening, the interim vertical pump line through-flooring reserved opening of construction etc..These reserved openings of phase typically require and carry out after-pouring concrete after construction.
These holes are generally the least, if using the end of the prior art formwork supporting plate to need again to block these small-bore reserved openings to set up the scaffold of support shuttering, and setting up of scaffold can increase a lot of workload.In order to avoid scaffold building, general employing hoisting die construction method carries out concreting.Hanging mould to refer to not support and the template that is suspended on other fixture, execute man-hour requirement one people's support shuttering, template is fixed by an other people, and tradition is hung mold technique and have to just can be constructed by two personal synergics, and efficiency of construction is low, manpower expends big.
Summary of the invention
The purpose of this utility model is to provide a kind of fast-type and hangs mould mould, hangs mold technique and have to just can construct by two personal synergics solving tradition, and efficiency of construction is low, manpower expends big technical problem.
The technical scheme that this utility model solves above-mentioned technical problem is as follows: a kind of fast-type hangs mould mould, for the floor being provided with reserved opening is carried out concreting, comprising:
First formwork, described first formwork is provided with lacing hole;
Second formwork, described second formwork is provided with lacing hole;
Articulated elements, described articulated elements is fast with the first template respectively and the second formwork is fixing is connected, and is hingedly connected together the side of the first formwork and the second formwork;First formwork, the second formwork can block the reserved opening of floor after launching;
Support bar, described bracing member is located at above the reserved opening of described floor;
Connect rope, described connect that rope is fast through the first template, lacing hole on the second formwork, the first formwork and the second formwork are linked together with support bar.
Fast-type according to claim 1 hangs mould mould, it is characterised in that described first formwork is rectangular configuration, and described second formwork is rectangular configuration.
This utility model fast-type as above hangs mould mould, and further, described first formwork is provided with two lacing holes in linear arrangement;Described second formwork is provided with two lacing holes in linear arrangement.
This utility model fast-type as above hangs mould mould, and further, described articulated elements is hinge.
This utility model fast-type as above hangs mould mould, and further, when described floor slab preformed hole mouth is circular, the length of support bar is more than floor slab preformed hole mouth diameter;When described floor slab preformed hole mouth is rectangle, the length of support bar is more than the cornerwise length of floor slab preformed hole mouth.
This utility model fast-type as above hangs mould mould, and further, the described rope that connects is steel wire rope.
This utility model fast-type as above hangs mould mould, and further, described first formwork also includes strengthening steel plate, and described reinforcement steel plate is fixing with described first formwork to be connected;Described second formwork also includes strengthening steel plate, and described reinforcement steel plate is fixing with described second formwork to be connected.
The beneficial effects of the utility model are:
This utility model mould only needs a people just can complete concrete pouring construction, and efficiency of construction is high, save manpower expends.Connecting rope by two in advance and respectively penetrate lacing hole and the lacing hole of the second formwork of the first formwork, bracing member is located at above the reserved opening of described floor.During construction, first by the first formwork utilizing articulated elements to connect, the second formwork doubling together, the template of doubling is transferred the lower section to reserved opening by the top of reserved opening soon;Then affect the connection rope connecting rope and the second formwork of the first formwork, make the template of doubling launch soon and cover in described reserved opening below reserved opening.Lay it follows that connection rope is connected on described support bar to complete template, follow-up carry out concrete pouring construction.
Accompanying drawing explanation
By the detailed description made in conjunction with the following drawings, of the present utility model above-mentioned and/or other aspects and advantage will be apparent from and be easier to understand, and these accompanying drawings the most schematically, are not limiting as this utility model, wherein:
Fig. 1 is the schematic top plan view that the fast-type of a kind of embodiment of this utility model hangs mould mould;
Fig. 2 is the elevational schematic view that the fast-type of a kind of embodiment of this utility model hangs mould mould;
Fig. 3 is the front schematic view that the fast-type of a kind of embodiment of this utility model hangs mould mould;
Fig. 4 is the left side schematic diagram that the fast-type of a kind of embodiment of this utility model hangs mould mould;
Fig. 5 is the folding schematic diagram that the fast-type of a kind of embodiment of this utility model hangs mould mould;
Fig. 6 is that the fast-type of a kind of embodiment of this utility model hangs mould mold use method schematic diagram.
In accompanying drawing, the list of parts representated by each label is as follows:
1, the first formwork, the 2, second formwork, 3, lacing hole, 4, strengthen steel plate, 5, articulated elements, 6, floor, 7, reserved opening, 8, connect rope, 9, support bar.
Detailed description of the invention
Hereinafter, describe fast-type of the present utility model with reference to the accompanying drawings and hang the embodiment of mould mould.
The embodiment recorded at this is specific detailed description of the invention of the present utility model, is used for illustrating design of the present utility model, is all explanatory and exemplary, should not be construed as this utility model embodiment and the restriction of this utility model scope.In addition to the embodiment recorded at this, those skilled in the art can also use other technical scheme obvious based on the application claims and description disclosure of that, and these technical schemes include using the technical scheme making any obvious substitutions and modifications to the embodiment recorded at this.
The accompanying drawing of this specification is schematic diagram, aids in illustrating design of the present utility model, it is schematically indicated the shape of each several part and mutual relation thereof.Note that the structure of each parts for the ease of clearly showing this utility model embodiment, do not draw according to identical ratio between each accompanying drawing.Identical reference marker is used for representing identical part.
As shown in Figure 6, in building construction process due to construction need or operation intert etc. reason, structure floor 6 generally has a lot of reserved opening 7.These reserved openings of phase typically require and carry out after-pouring concrete after construction.When using hoisting die construction method that reserved opening is carried out concreting, a people is needed to support template from bottom to top in lower floor, template is fixed by an other people at concrete lift, and this technique have to just can be constructed by two personal synergics, and efficiency of construction is low, manpower expends big.In order to save construction manpower, improve efficiency of construction, inventors herein propose following invention.
Fig. 1 and Fig. 2 illustrates that the fast-type of a kind of embodiment of this utility model hangs mould mould, for the floor 6 being provided with reserved opening 7 is carried out concreting, comprising:
First formwork 1, described first formwork is provided with lacing hole 3;
Second formwork 2, described second formwork is provided with lacing hole 3;
In a kind of specific embodiment, described first formwork 1 is rectangular configuration, and described second formwork 2 is rectangular configuration.In a kind of specific embodiment, described first formwork 1 is provided with two lacing holes 3 in linear arrangement;Described second formwork 2 is provided with two lacing holes 3 in linear arrangement.
Articulated elements 5, as shown in Fig. 2,3,4,5, described articulated elements 5 respectively fast with the first template 1 and second formwork 2 fixing be connected, the side of the first formwork 1 and the second formwork 2 is hingedly connected together;First formwork the 1, second formwork 2 can block the reserved opening 7 of floor 6 after launching;In a kind of specific embodiment, described articulated elements is hinge.
Support bar 9, described support bar 9 is erected at above the reserved opening 7 of described floor 6;In specific implementation process, support bar selects the reinforcing bar that intensity is high to be that material is made.
Connecting rope 8, the first formwork 1 and the second formwork 2, through the lacing hole 3 on fast 1, second formwork 2 of the first template, are linked together by the described rope 8 that connects with support bar 9.In a kind of specific embodiment, the described rope that connects is steel wire rope.
The fast-type utilizing this utility model above-described embodiment hangs mould mould, and to carry out the work progress of floor slab preformed hole mouth as follows: note that following construction only needs a people just can smoothly complete.For the ease of construction, connecting rope by two in advance and respectively penetrate lacing hole and the lacing hole of the second formwork of the first formwork, bracing member is located at above the reserved opening of described floor.During construction, first by the first formwork utilizing articulated elements to connect, the second formwork doubling together, the template of doubling is transferred the lower section to reserved opening by the top of reserved opening soon;Then affect the connection rope connecting rope and the second formwork of the first formwork, make the template of doubling launch soon and cover in described reserved opening below reserved opening.Lay it follows that connection rope is connected on described support bar to complete template, follow-up carry out concrete pouring construction.This utility model mould only needs a people just can complete concrete pouring construction, and efficiency of construction is high, save manpower expends.
Fast-type at this utility model such as above-described embodiment hangs in mould mould, when the length long enough of support bar, would not leak down from reserved opening during support bar horizontal direction, it is to avoid accident occurs.In a particular embodiment, when described floor slab preformed hole mouth is circular, the length of support bar is more than floor slab preformed hole mouth diameter;When described floor slab preformed hole mouth is rectangle, the length of support bar is more than the cornerwise length of floor slab preformed hole mouth.
Fast-type at this utility model such as above-described embodiment hangs in mould mould, template is during repeatedly using, service wear is big, in order to strengthen the intensity of template further, improvement further to above-described embodiment, described first formwork 1 also includes strengthening steel plate 4, is connected as in figure 2 it is shown, described reinforcement steel plate 4 is fixing with described first formwork 1;Described second formwork 2 also includes strengthening steel plate 4, and described reinforcement steel plate 4 is fixing with described second formwork 2 to be connected.
Each technical characteristic of above-mentioned disclosure is not limited to disclosed with further feature combination, those skilled in the art also can carry out between each technical characteristic according to the purpose of invention other combine, be as the criterion realizing the purpose of this utility model.

Claims (8)

1. fast-type hangs a mould mould, for the floor being provided with reserved opening is carried out concreting, it is characterised in that including:
First formwork, described first formwork is provided with lacing hole;
Second formwork, described second formwork is provided with lacing hole;
Articulated elements, described articulated elements is fast with the first template respectively and the second formwork is fixing is connected, and is hingedly connected together the side of the first formwork and the second formwork;First formwork, the second formwork can block the reserved opening of floor after launching;
Support bar, described bracing member is located at above the reserved opening of described floor;
Connect rope, described connect that rope is fast through the first template, lacing hole on the second formwork, the first formwork and the second formwork are linked together with support bar.
Fast-type the most according to claim 1 hangs mould mould, it is characterised in that described first formwork is rectangular configuration, and described second formwork is rectangular configuration.
Fast-type the most according to claim 2 hangs mould mould, it is characterised in that described first formwork is provided with two lacing holes in linear arrangement;Described second formwork is provided with two lacing holes in linear arrangement.
Fast-type the most according to claim 1 hangs mould mould, it is characterised in that described articulated elements is hinge.
5. hang mould mould according to the fast-type described in any one of claim 1-4, it is characterised in that when described floor slab preformed hole mouth is circular, the length of support bar is more than floor slab preformed hole mouth diameter;When described floor slab preformed hole mouth is rectangle, the length of support bar is more than the cornerwise length of floor slab preformed hole mouth.
Fast-type the most according to claim 1 hangs mould mould, it is characterised in that described connection rope is steel wire rope.
7. hanging mould mould according to the fast-type described in any one of claim 1,2,3,4,6, it is characterised in that described first formwork also includes strengthening steel plate, described reinforcement steel plate is fixing with described first formwork to be connected;Described second formwork also includes strengthening steel plate, and described reinforcement steel plate is fixing with described second formwork to be connected.
Fast-type the most according to claim 5 hangs mould mould, it is characterised in that described first formwork also includes strengthening steel plate, and described reinforcement steel plate is fixing with described first formwork to be connected;Described second formwork also includes strengthening steel plate, and described reinforcement steel plate is fixing with described second formwork to be connected.
CN201620020798.0U 2016-01-11 2016-01-11 Mould mould is hung to swift formula Expired - Fee Related CN205502574U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620020798.0U CN205502574U (en) 2016-01-11 2016-01-11 Mould mould is hung to swift formula

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620020798.0U CN205502574U (en) 2016-01-11 2016-01-11 Mould mould is hung to swift formula

Publications (1)

Publication Number Publication Date
CN205502574U true CN205502574U (en) 2016-08-24

Family

ID=56723553

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620020798.0U Expired - Fee Related CN205502574U (en) 2016-01-11 2016-01-11 Mould mould is hung to swift formula

Country Status (1)

Country Link
CN (1) CN205502574U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110952466A (en) * 2019-12-17 2020-04-03 中交路桥建设有限公司 A template for culvert wall
CN114263119A (en) * 2021-12-28 2022-04-01 中铁六局集团石家庄铁路建设有限公司 Construction method for bridging machine to span railway

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110952466A (en) * 2019-12-17 2020-04-03 中交路桥建设有限公司 A template for culvert wall
CN114263119A (en) * 2021-12-28 2022-04-01 中铁六局集团石家庄铁路建设有限公司 Construction method for bridging machine to span railway
CN114263119B (en) * 2021-12-28 2024-04-23 中铁六局集团石家庄铁路建设有限公司 Bridge girder erection machine cross-railway girder erection construction method

Similar Documents

Publication Publication Date Title
CN203684399U (en) Embedded-column prefabricated part connection node
CN104912321B (en) Steel truss formwork support structure for suspended structure and installing method of steel truss formwork support structure
CN107605177A (en) The construction method of efficient precast floor slab and its independent support frame
CN110747736B (en) Rigid skeleton integrated device integrated with lifting appliance and steel reinforcement cage lifting construction method
CN108589535A (en) A kind of reinforced concrete box girder construction method
CN205502574U (en) Mould mould is hung to swift formula
CN108194116A (en) A kind of integral prefabricated rail in subway station road assembling structure against the wind
CN205530228U (en) A well type frame that is used for super large diameter pile steel reinforcement cage of overlength to construct
CN209368686U (en) A kind of wet seam mortar leakage prevention of precast beam quickly pacifies demoulding system
CN205367454U (en) Large -size formwork hoisting machine constructs
CN109869153A (en) The whole of rapid construction vertical shaft lining cutting promotes cantilever form device and construction method
CN104196249B (en) A kind of concrete slab special hanger with T-shaped rib
CN204098508U (en) A kind of concrete prefabricated board special hanger with T-shaped rib
CN209353734U (en) For installing the double-track device of curtain wall
CN102777036A (en) Air reverse mechanical joint construction method of super-long vertical reinforcement cage
CN215717173U (en) Construction equipment for hanging, splicing and lifting vertical templates of building
CN205776169U (en) Filling pile cage of reinforcement hangs muscle device
CN110273432A (en) A kind of existing main structure of subway station enlarging construction method
CN109056815A (en) Pipe gallery construction method
CN206051364U (en) A kind of curtain wall profiles boom hoisting
CN210342619U (en) Connecting piece of integral lifting scaffold
CN201339311Y (en) Turning plate device of hanging rack
CN205314269U (en) One -way superimposed sheet of concrete side inter -plate seam construction
CN204081433U (en) Steel structural roof liner profiled sheet construction Special-purpose hanger basket support
CN113235913A (en) Construction equipment and method for hanging, splicing and lifting building vertical template

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
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: 20160824

Termination date: 20170111