CN205116713U - Concrete wall post mould with water and electricity pipeline provided groove fetal membrane - Google Patents
Concrete wall post mould with water and electricity pipeline provided groove fetal membrane Download PDFInfo
- Publication number
- CN205116713U CN205116713U CN201520834167.8U CN201520834167U CN205116713U CN 205116713 U CN205116713 U CN 205116713U CN 201520834167 U CN201520834167 U CN 201520834167U CN 205116713 U CN205116713 U CN 205116713U
- Authority
- CN
- China
- Prior art keywords
- chase
- loose tool
- screw hole
- wall column
- wall post
- 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.)
- Active
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a concrete wall post mould with water and electricity pipeline provided groove fetal membrane, including two wall post template panels, be located wall post installation water and electricity pipeline position at one of them wall post template panel and be fixed with and be used for the fashioned chase child mould of water and electricity pipeline provided groove, chase child mould adopts the radius to equal the PVC arc of the pipeline provided groove degree of depth. Fixed structure between chase child mould and the wall post template panel is: the top of chase child mould, and along pipeline provided groove vertically be equipped with one row of screw hole, the hole pitch of screw hole is 300mm to the minimum, the screw hole that is located the tip is 30mm to the maximum with the distance of chase child mould tip, equallys divide in every screw hole and has do not worn a wood screw, the afterbody of wood screw twists in the wall post template panel, it has the adhesive to fill between the contact surface of chase child mould and wall post template panel. Use the utility model discloses can avoid the secondary to pick the chisel to the structural damage.
Description
Technical field
The utility model creates a kind of mould plate technique relating to and adopting in the construction of building engineering cast-in-place structural.
Background technology
In the construction of construction work hydropower producer, hydroelectric line system of laying is divided into surface and dark deposited two kinds.Current civilian construction hydroelectric line generally adopts dark application mode: namely, and one, pipeline is embedded in inside configuration, and it is usually used in concrete beam plate position; Two is by pipelining near body structure surface, as arranged the hydroelectric line on wall, post.For the pipeline of the wall that is laid in, post near surface, the domestic traditional method followed so far is in wall, post surface " fluting wiring ", namely first uses cutting machine cutting groove side seam, then electricity consumption Drilling groove, installs pipeline, finally close by cement mortar floating in groove.There is following disadvantage in it: 1) on wall, post concrete surface, joint-cutting fluting is because cannot see inside configuration situation, and difficulty is controlled in manual operation in addition, and very easily disconnected reinforcing bar is touched in damage, brings structural hidden danger.2) electric drill impact shock is large, easily causes inside concrete to damage; The groove dug is deep mixed, crosses depths and can weaken structural element cross section; Concrete surface damage is large, repairs difficulty.3) increase fluting operation, increase artificial, machinery input, affect construction speed.4) complicated operation, inefficiency, progress is slow.5) labor strength is large, and grey slag dust flashes, and noise is large, has a strong impact on the physical and mental health of workman, and concrete block easily occurs collapses and fly casualty accident.6) job site is dirty and messy, produces a large amount of building waste, has a strong impact on civilized construction.
Utility model content
Current civilian construction hydroelectric line generally takes dark application mode, and the hydroelectric line on wall, post is generally arranged on inside configuration near surface, takes secondary installing, and traditional method is in shaping wall, post surface " fluting wiring ".Along with civilian construction develop to high level, and part multistory building is according to architectural composition or meet shockproof requirements, agent structure mainly adopts steel concrete, in view of disadvantages such as raggle exists damaged structure on concrete wall, post, efficiency is low, progress is slow, labor strength is large, job site is dirty and messy, seriously polluted, easy generation security incidents, need separately to seek appropriate solution.The invention provides a kind of concrete wall post mold with hydroelectric line preformed groove fetal membrane, secondary can be avoided to pick cutter to structural damage.
In order to solve the problems of the technologies described above, a kind of concrete wall post mold with hydroelectric line preformed groove fetal membrane that the utility model proposes, comprise two wall column formwork panels, described wall column formwork panel is multi-plywood or bamboo plywood, wall column formwork panel described in one is positioned at and is fixed with for the shaping chase loose tool of hydroelectric line preformed groove wherein, and described chase loose tool adopts radius to equal the PVC arc of the pipeline preformed groove degree of depth.
Further, the utility model is a kind of to be had in the concrete wall post mold of hydroelectric line preformed groove fetal membrane, the following structure of fixing employing between described chase loose tool and described wall column formwork panel:
Row's screw hole is provided with at the top of described chase loose tool and along the longitudinal direction of pipeline preformed groove, the pitch of holes of screw hole is minimum is 300mm, the distance of the screw hole and chase loose tool end that are positioned at end is 30mm to the maximum, be installed with a wood screw respectively in each screw hole, the afterbody of described wood screw is screwed in described wall column formwork panel; Bonding adhesive is filled with between the contact surface of described chase loose tool and described wall column formwork panel.
Compared with prior art, the beneficial effects of the utility model are:
Adopt the utility model can when structure construction on concrete wall, cylinder once property reserve hydroelectric line mounting groove, relatively traditional way of slotting in type concrete structure, secondary is avoided to pick cutter to structural damage, simplify working procedure, a large amount of saving is artificial, machinery, material, shortens the duration; Construction safety, environmental protection, civilization.Adopt this mould grooving position accurate, regular, ensure that hydroelectric line position is accurate, smooth, and then ensure water and electricity installation project quality.This mould has the advantages such as structure is simple, facility of drawing materials, cost are low, processing, easy construction, is suitable for promoting at construction site.
Accompanying drawing explanation
Fig. 1 is the concrete wall post mold using state elevational schematic view that the utility model has hydroelectric line preformed groove fetal membrane;
Fig. 2 is A-A sectional drawing in Fig. 1;
Fig. 3 is B-B sectional drawing in Fig. 1;
Fig. 4 is C-C view in Fig. 2;
Fig. 5 is D-D sectional drawing in Fig. 4;
Fig. 6 is E-E sectional drawing in Fig. 4;
Fig. 7 is chase fetal membrane schematic diagram in the utility model.
In figure: 1,2-wall column formwork panel, 3-chase loose tool, 4-wood screw, 5-bonding adhesive.
Detailed description of the invention
Be described in further detail technical solutions of the utility model below in conjunction with the drawings and specific embodiments, described specific embodiment only explains the utility model, not in order to limit the utility model.
As depicted in figs. 1 and 2, a kind of concrete wall post mold with hydroelectric line preformed groove fetal membrane that the utility model proposes, comprise wall column formwork panel 1 and wall column formwork panel 2, described wall column formwork panel 1 and wall column formwork panel 2 are multi-plywood or bamboo plywood, be positioned at wall column installation hydroelectric line position be fixed with for the shaping chase loose tool 3 of hydroelectric line preformed groove at described wall column formwork panel 1, as shown in Figure 7, described chase loose tool 3 adopts radius to equal the PVC arc of the pipeline preformed groove degree of depth, as Fig. 4, shown in Fig. 5 and Fig. 6, the structure of the fixing employing between described chase loose tool 3 and described wall column formwork panel 1 is: at the top of described chase loose tool, and be provided with row's screw hole along the longitudinal direction of pipeline preformed groove, the pitch of holes of screw hole is minimum is 300mm, the distance of the screw hole and chase loose tool end that are positioned at end is 30mm to the maximum, a wood screw 4 is installed with respectively in each screw hole, the afterbody of described wood screw 4 is screwed in described wall column formwork panel 1, bonding adhesive 5 is filled with between the contact surface of described chase loose tool 3 and described wall column formwork panel 1.When chase loose tool 3 makes, pvc pipe longitudinally cutting can be become semi-circular cross-section (now semi-circular tube cross section mid point rise equal pipeline reserve groove depth), row's screw hole is longitudinally bored at the top of PVC semicircular arc plate, pitch of holes is not more than 300mm, two ends screw hole is no more than 30mm apart from tube end, arrange according to design hydroelectric line, chase loose tool 3 is arranged on wall column formwork panel 1 and pastes concrete side, time fixing, first the cutting plane of PVC semicircular arc plate (i.e. chase loose tool 3) being sticked with glue agent 5 is bonded on wall column formwork panel 1, bonding adhesive 5 plays loose tool and form joint sealing function simultaneously, prevent concrete slurry from entering in the cavity of chase loose tool 3 formation, then through the screw hole at PVC semicircular arc plate top, the chase loose tool 3 of semi-circle tubular is twisted solid on wall column formwork panel 1 with long wood screw 4.
A kind of main body with the concrete wall post mold of hydroelectric line preformed groove fetal membrane of the utility model is wall column formwork, only on common wall column formwork, sets up chase loose tool.In construction, hydroelectric line preformed groove mould is arranged on wall column preformed groove position.Prop up routinely demolish walls, column template method carries out installing, removing, after form removal, form hydroelectric line at loose tool position and reserve mounting groove.
The main body that the utility model has a concrete wall post mold of hydroelectric line preformed groove fetal membrane is that its use in work progress of wall column formwork is as follows:
One, wall, column template are prepared by template special scheme.
Two, the processing of chase loose tool 3: (1) determines the size of chase loose tool 3: according to width and degree of depth determination loose tool width, the height dimension of hydropower installation preformed groove, the preformed groove degree of depth should not exceed thickness of protection tier; (2) selection: chase loose tool 3 material can select pvc pipe, the external diameter of pvc pipe equals 2 times of pipeline preformed groove degree of depth; (3) process: at pvc pipe two side bullet longitudinal cutting line, homogeneous tube is sawn into two semi-circular tubes according to line from centre.Longitudinally bore row's screw hole by being not more than 300mm spacing at semi-circular tube crown center, two ends screw hole is no more than 30mm apart from tube end; PVC semi-circular tube cutting plane is polished flat.
Three, the assembling of mould: (1) draws the installation sideline of chase loose tool 3 according to design hydroelectric line position on wall column formwork panel 1; (2) along PVC semi-circular tube cutting plane full coat bonding adhesive 5, and on wall column formwork panel 1 corresponding bonding position coating adhesive 5, by PVC semi-circular tube (i.e. chase loose tool 3) aim at install sideline be pasted onto on wall column formwork panel 1; (3) after bonding adhesive 5 solidifies and reaches certain adhesion strength, PVC semi-circular tube and wall column formwork panel 1 are twisted admittedly through the screw hole at PVC semi-circular tube top with the wood screw 4 being applicable to length.
Four, mould is installed: the wall column formwork panel 1 with pipeline preformed groove 3 is arranged on wall column preformed groove position, installs wall column formwork method routinely and install.Template should brushing release agent before using, in case chase loose tool 3 and concrete binding.
Five, mould is removed: after concrete 6 reaches some strength, give dismounting again, during form removal, care should be used to is gently prized, and prevents damage concrete surface and corner angle, pays special attention to prevent damage chase loose tool 3 and preformed groove position concrete.
The feature that the utility model has the concrete wall post mold of hydroelectric line preformed groove fetal membrane is:
1) chase loose tool is fixed on concrete wall column template, during concrete construction, reserves hydroelectric line mounting groove, avoid secondary and pick cutter.
2) chase loose tool adopts pvc pipe, and coincide with installed pipeline circular cross section, pvc pipe is straight indeformable in addition, can ensure the cross sectional shape of preformed groove, size accurately with smooth, thus ensures that the pipeline position installed in groove is accurate, smooth vertical and horizontal.
3) to adopt wood screw to twist solid in template and stick with glue agent and template bonds, fixed for pvc pipe fetal membrane, and can prevent concrete slurry from entering in loose tool cavity.
4) pvc pipe loose tool surface is mellow and full smooth, is beneficial to the demoulding.
5) this mould peace tears method open with conventional wall, column template, disposablely completing the shaping of wall, post concrete and hydroelectric line preformed groove, without the need to increasing other operations, and avoiding picking cutter afterwards.
6) structure is simple, facility of drawing materials, and makes, easy to use.
Although be described the utility model by reference to the accompanying drawings above; but the utility model is not limited to above-mentioned detailed description of the invention; above-mentioned detailed description of the invention is only schematic; instead of it is restrictive; those of ordinary skill in the art is under enlightenment of the present utility model; when not departing from the utility model aim, can also make a lot of distortion, these all belong within protection of the present utility model.
Claims (2)
1. one kind has the concrete wall post mold of hydroelectric line preformed groove fetal membrane, comprise two wall column formwork panels, described wall column formwork panel is multi-plywood or bamboo plywood, it is characterized in that, a wall column formwork panel is positioned at wall column and installs hydroelectric line position and be fixed with for the shaping chase loose tool of hydroelectric line preformed groove wherein, and described chase loose tool adopts radius to equal the PVC arc of the pipeline preformed groove degree of depth.
2. a kind of concrete wall post mold with hydroelectric line preformed groove fetal membrane according to claim 1, is characterized in that, the following structure of fixing employing between described chase loose tool and described wall column formwork panel:
Row's screw hole is provided with at the top of described chase loose tool and along the longitudinal direction of pipeline preformed groove, the pitch of holes of screw hole is minimum is 300mm, the distance of the screw hole and chase loose tool end that are positioned at end is 30mm to the maximum, be installed with a wood screw respectively in each screw hole, the afterbody of described wood screw is screwed in described wall column formwork panel; Bonding adhesive is filled with between the contact surface of described chase loose tool and described wall column formwork panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520834167.8U CN205116713U (en) | 2015-10-26 | 2015-10-26 | Concrete wall post mould with water and electricity pipeline provided groove fetal membrane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520834167.8U CN205116713U (en) | 2015-10-26 | 2015-10-26 | Concrete wall post mould with water and electricity pipeline provided groove fetal membrane |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205116713U true CN205116713U (en) | 2016-03-30 |
Family
ID=55572332
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520834167.8U Active CN205116713U (en) | 2015-10-26 | 2015-10-26 | Concrete wall post mould with water and electricity pipeline provided groove fetal membrane |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205116713U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110629871A (en) * | 2019-08-26 | 2019-12-31 | 广东博意建筑设计院有限公司 | Floating platform slotting method for pipeline hidden on platform surface |
| CN110629870A (en) * | 2019-08-26 | 2019-12-31 | 广东博意建筑设计院有限公司 | Method for slotting floating platform with hidden pipeline on side wall |
| CN110965777A (en) * | 2018-09-30 | 2020-04-07 | 湖南好快省建筑科技有限公司 | Water pipe pressure groove template system |
| CN113187229A (en) * | 2021-03-24 | 2021-07-30 | 中建七局(上海)有限公司 | Member for forming water stop groove on bottom surface of exposed structure and construction method |
-
2015
- 2015-10-26 CN CN201520834167.8U patent/CN205116713U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110965777A (en) * | 2018-09-30 | 2020-04-07 | 湖南好快省建筑科技有限公司 | Water pipe pressure groove template system |
| CN110629871A (en) * | 2019-08-26 | 2019-12-31 | 广东博意建筑设计院有限公司 | Floating platform slotting method for pipeline hidden on platform surface |
| CN110629870A (en) * | 2019-08-26 | 2019-12-31 | 广东博意建筑设计院有限公司 | Method for slotting floating platform with hidden pipeline on side wall |
| CN113187229A (en) * | 2021-03-24 | 2021-07-30 | 中建七局(上海)有限公司 | Member for forming water stop groove on bottom surface of exposed structure and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205116713U (en) | Concrete wall post mould with water and electricity pipeline provided groove fetal membrane | |
| CN204023778U (en) | The connected node of prefabricated assembled concrete beam column | |
| CN103422674B (en) | Prefabricated concrete structure Cast-in-Situ Segment concrete construction method | |
| CN201089893Y (en) | Foundation pit circle shield prefabricated driven pile | |
| CN203394170U (en) | Prefabricated enclosing wall | |
| CN107299699A (en) | Assembled cavity shear wall horizontal joint Alveolus type dry type attachment structure | |
| CN204492159U (en) | A kind of for concrete wall seam areas formwork seal bracing means | |
| CN108661202A (en) | A kind of large area hollow out lattice brick curtain wall construction modelled after an antique and construction method | |
| CN203429641U (en) | Single-side supporting formwork reinforcing structure system for building construction | |
| CN208792737U (en) | For hanging the detachable connecting part of external platform hanging girder steel | |
| CN204040458U (en) | A kind of aluminum template system aluminium extruded sections | |
| CN108999281A (en) | A kind of novel precast concrete bean column node and its construction method | |
| CN204436407U (en) | The structure that the pre-Geological disaster prevention of the double-deck preliminary bracing of a kind of big cross section Support System in Soft Rock Tunnels occurs | |
| CN206319893U (en) | A kind of middle buried water stop positioning chassis steel end mould | |
| CN202247938U (en) | Wedge-shaped foundation bolt preformed hole core formwork device | |
| CN102995613B (en) | Connection method and structure for casting wall body and plate girder of powerhouse of hydropower station by stages | |
| CN205421318U (en) | Concrete assembled basis | |
| CN201301715Y (en) | Shear pin of molding segment | |
| CN205189366U (en) | Leveling device of wedge basic unit | |
| CN106761829A (en) | A kind of middle buried water stop positioning chassis steel end mould and Second Lining Construction method | |
| CN201908316U (en) | Annular cast-in-place concrete sinking well protection wall with plastic mould cavity and steel ribs | |
| CN207228155U (en) | One kind wears dividing wall support changing structure for use | |
| CN217813312U (en) | High-pressure jet grouting pile drill bit | |
| CN208870182U (en) | A kind of novel precast concrete bean column node | |
| CN204728274U (en) | Concrete slab plastic sealing trough forming system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200507 Address after: No. fifty-two Dongting Road, Hexi District, Tianjin Patentee after: Water conservancy and Hydropower Construction Group Co., Ltd. of China Construction Sixth Engineering Bureau Address before: 300451 No. 72, Hangzhou Road, Tanggu District, Binhai New Area, Tianjin Patentee before: CHINA CONSTRUCTION SIXTH ENGINEERING DIVISION CORP., Ltd. |