CN209620566U - Construction wall body wood former is assembled to no cellular type - Google Patents

Construction wall body wood former is assembled to no cellular type Download PDF

Info

Publication number
CN209620566U
CN209620566U CN201920149484.4U CN201920149484U CN209620566U CN 209620566 U CN209620566 U CN 209620566U CN 201920149484 U CN201920149484 U CN 201920149484U CN 209620566 U CN209620566 U CN 209620566U
Authority
CN
China
Prior art keywords
template
screw rod
walls
joist
square steel
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
CN201920149484.4U
Other languages
Chinese (zh)
Inventor
王宣
鞠玮琦
祁瑞宁
黄新华
王亚东
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 CN201920149484.4U priority Critical patent/CN209620566U/en
Application granted granted Critical
Publication of CN209620566U publication Critical patent/CN209620566U/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 construction wall body wood former is assembled to no cellular type, it includes: whole board of wood pattern, template strake, carpenter's nail, square steel secondary joist, wall screw rod and PVC spool, two steel pipe main joist and butterfly fastener, the whole board top of wood pattern is equipped with the template strake, it has wall screw rod and PVC spool to peg graft on the template strake, the whole board both sides of wood pattern are equipped with square steel secondary joist, square steel secondary joist interval arrangement is in the intermediate position of two adjacent wall screw rods and PVC spools, states two steel pipe main joist level and arranges in the square steel secondary joist outside, two steel pipe main joist are fixed through butterfly fastener with wall screw rod and PVC spool. The utility model discloses an in the above-mentioned embodiment, accomplish the complete template of the furthest's of remaining of plank sheathing, confirm the machining dimension and the quantity of template, reduce the on-the-spot cutting of template, improved the flexibility and the number of times of template turnover, the characteristics of its flexibility, expansibility, green festival material have obtained abundant display.

Description

A kind of holeless assembling construction wood formwork
Technical field
The utility model belongs to construction wall form erecting technology field, more particularly to a kind of holeless assembling construction wall Body wooden model.
Background technique
Formwork is also known as Zhi Mu, i.e. it is a kind of traditional craft method that building template, which is constructed,.In housing construction, because Plank sheathing has plate face flat and smooth, can saw, can bore, is low temperature resistant, be conducive to winter construction, convenient for disassembly and assembly, easy to operate, engineering Tempo is fast, can be made into the features such as becoming bent plane template and be widely used.
But the pore-forming in template in the prior art, is needed using hole making drill, Screw arbor with nut at both-ends when formwork reinforcement is used for and uses, Such method destroys template, and easily causes the degumming of aperture perimeters template in demoulding, rises and rouse, flake, cracking, and has enough to meet the need template Number and flexibility reduce, if later period aperture template is installed for roof plate template, also need to block osseotomy site, it is time-consuming Arduously, construction efficiency substantially reduces.
Utility model content
The purpose of the utility model is to provide a kind of holeless assembling construction wood formworks, are destroyed with solving pore-forming in template Template, and be easy to cause in demoulding template degumming, play the problems such as rouse, flake, crack, flexibility is low, and it is time-consuming and laborious, it constructs and imitates The low technical problem of rate.
The technical solution that the utility model solves above-mentioned technical problem is as follows: a kind of holeless assembling construction wood formwork, Comprising: wooden model whole plate, template edge strip, carpenter's nail, square steel secondary joist, screw rod through walls and PVC spool, double steel pipe main joist and butterfly Shape fastener, the wooden model whole plate top are equipped with template edge strip, are plugged with screw rod and PVC spool through walls, institute on the template edge strip Wooden model whole plate two sides are stated equipped with square steel secondary joist, the square steel secondary joist arranged for interval is in two neighboring screw rod through walls and PVC line It is horizontally disposed in square steel secondary joist outside, the double steel pipe main joist and spiral shell through walls to state double steel pipe main joist for the middle position of pipe Bar and PVC spool are fixed by butterfly fastener.
For example above-mentioned holeless assembling construction wood formwork of the utility model, further, the template edge strip passes through carpenter Nail is fixed in plank whole plate, the template edge strip spacing 20mm, is provided with screw hole, the screw rod through walls on the template edge strip And PVC spool is plugged into screw hole.
For example above-mentioned holeless assembling construction wood formwork of the utility model, further, two neighboring screw rod through walls and PVC Spacing 150mm is vertically arranged two square steel secondary joists between spool.
For example above-mentioned holeless assembling construction wood formwork of the utility model, further, the wooden model whole plate is cleavable to be added Work is at first piece of template of first piece of template of cross wall and vertical wall.
The beneficial effects of the utility model are: the wood formwork carries out non-porous in the above embodiments of the present invention Formula assembling construction accomplishes that plank sheathing retains complete template to greatest extent when with mould, determines the processing dimension and quantity of template, subtracts The on-site cutting of few template, avoids the aperture in whole template, does not have split bolt eye, all pairs of drawings after form removable in whole plate Bolt eye considers position when matching mould, is truly realized the not damaged of template, improves flexibility and the number of template turnover, The characteristics of flexibility, scalability, green section material, has obtained adequately showing.
Detailed description of the invention
By made detailed description in conjunction with the following drawings, the above-mentioned and/or otherwise advantage of the utility model will It becomes more apparent upon and is easier to understand, these attached drawings are only schematical, are not intended to limit the utility model, in which:
Fig. 1 is that a kind of wooden model whole plate of embodiment of the utility model and template edge strip are completed schematic diagram;
Fig. 2 is the template edge strip and wooden model whole plate connection schematic diagram of a kind of embodiment of the utility model;
Fig. 3 is a kind of screw rod and PVC spool the nodes of locations schematic diagram through walls of embodiment of the utility model;
Fig. 4 is a kind of shear wall corner template assembly elevational schematic view of embodiment of the utility model;
Fig. 5 is a kind of shear wall formwork assembly elevational schematic view of embodiment of the utility model;
Fig. 6 is that a kind of shear wall formwork of embodiment of the utility model reinforces side elevation schematic diagram;
Fig. 7 is a kind of adjustable diagonal bracing structural schematic diagram of embodiment of the utility model;
Fig. 8 is a kind of wooden model of embodiment of the utility model and the connection schematic diagram of adjustable diagonal bracing.
In attached drawing, parts list represented by the reference numerals are as follows:
1, wooden model whole plate;2, template edge strip;3, carpenter's nail;4, first piece of template of cross wall;5, first piece of template of wall is indulged;6, side Steel secondary joist;7, screw rod and PVC spool through walls;8, double steel pipe main joist;9, butterfly fastener;10, link block;11, connecting hole; 12, loose slot;13, fixing bolt;14, telescopic rod;15, stretch extension bar;16, attaching nut;17, reinforced steel bar ring.
Specific embodiment
Hereinafter, the embodiment of the holeless assembling construction wood formwork of the utility model is described with reference to the accompanying drawings.
The embodiment recorded herein is the specific specific embodiment of the utility model, for illustrating the utility model Design, be it is explanatory and illustrative, should not be construed as the limit to the utility model embodiment and the scope of the utility model System.In addition to the embodiment recorded herein, those skilled in the art can also be public based on the claim of this application book and specification institute For the content opened using obvious other technical solutions, these technical solutions include using doing to the embodiment recorded herein The technical solution of any obvious substitutions and modifications out.
The attached drawing of this specification is schematic diagram, aids in illustrating the design of the utility model, it is schematically indicated each section Shape and its correlation.It note that for the ease of clearly showing the structure of each component of the utility model embodiment, respectively It is not drawn according to identical ratio between attached drawing.Identical reference marker is for indicating identical part.
Fig. 1-Fig. 8 shows a kind of holeless assembling construction wood formwork of embodiment of the utility model comprising: wooden model is whole Plate 1, template edge strip 2, carpenter's nail 3, square steel secondary joist 6, screw rod through walls and PVC spool 7, double steel pipe main joist 8 and butterfly fastener 9, it is equipped with template edge strip 2 above the wooden model whole plate 1, is plugged with screw rod and PVC spool 7 through walls on the template edge strip 2, it is described 1 two sides of wooden model whole plate are equipped with square steel secondary joist 6, and 6 arranged for interval of square steel secondary joist is in two neighboring screw rod through walls and PVC line The middle position of pipe 7, the double steel pipe main joist 8 are horizontally disposed in 6 outside of square steel secondary joist, 8 He of double steel pipe main joist Screw rod and PVC spool 7 through walls is fixed by butterfly fastener 9.
In the utility model above-described embodiment, in order to meet the reinforcing of wooden model whole plate 1 and exempt from out screw hole, template edge strip 2 It is fixed in plank whole plate 1 by carpenter's nail 3,2 spacing 20mm of template edge strip, is provided with screw hole on template edge strip 2, it is described through walls Screw rod and PVC spool 7 are plugged into screw hole, and then realize the fixation to wooden model whole plate 1.
In the utility model above-described embodiment, spacing 150mm is vertical between two neighboring screw rod through walls and PVC spool 7 It arranges two square steel secondary joists 6, the intensity of template edge strip 2 can be enhanced, template edge strip 2 is avoided to deform in casting concrete And spillage.
In the utility model above-described embodiment, double steel pipe main joist when in order to meet two stifled intersection shear wall formwork assembly 8 are independent of each other, and template are divided into two pieces of different templates of width using 1 broadside size of wooden model whole plate, and then wooden model whole plate 1 is cut It cuts and is processed into first piece of template 5 of first piece of template 4 of cross wall and vertical wall.
In the utility model above-described embodiment, template preferably uses the thick two-sided film coating plywood of 18 ㎜, and guarantee has enough Rigidity, be unlikely to deform in assembling, dismounting and circular flow.
In the utility model above-described embodiment, construction landform is varied, and wood formwork two sides landform may highly not One, for this purpose, inventor is further improved inclined support structure, 7 two sides of screw rod and PVC spool through walls are plugged into the connection of link block 10 In hole 11, screw rod through walls is threadedly engaged with connecting hole 11 and connect, and 10 lower section two sides of link block are provided with loose slot 12, in link block 10 By 13 connection expansion link 14 of fixing bolt, so that telescopic rod 14 can the carry out activity in loose slot 12;Telescopic rod 14 is hollow Formula structure, 14 screw-internal thread fit of telescopic rod have flexible extension bar 15, are combined by telescopic rod 14 and flexible extension bar 15 adjustable Diagonal brace;Attaching nut 16 is equipped with below flexible extension bar 15, ground is equipped with reinforced steel bar ring 17, and attaching nut 16 is socketed in reinforced steel bar ring In 17, adjustable diagonal bracing is reinforced.
It uses principle and process: carrying out template line first and the survey of template contral line is set and snap the line finishes, horizontal elevation control In 50cm horizontal line pilot measurement to reserved joint bar, and applies and dye " ▼ ";Template surface is cleaned out, and wall, column root concrete pick Chisel is completed and cleans out the rubbish such as laitance, the concrete block of loosening and electroslag pressure welding welding slag;
Pass through 3 installation template edge strip 2 of carpenter's nail, and the drill bolt hole in template edge strip 2 in plank whole plate 1, it will be through walls Screw rod and PVC spool 7 are worn and are connect in bolt hole, and then spacing 150mm is perpendicular between two neighboring screw rod through walls and PVC spool 7 To two square steel secondary joists 6 of arrangement, the intensity of template edge strip 2 can be enhanced, template edge strip 2 is avoided to become in casting concrete Shape and spillage, then in the 6 horizontally disposed double steel pipe main joist 8 in outside of square steel secondary joist, and by butterfly fastener 9 by double steel pipe master Keel 8 and screw rod through walls and PVC spool 7 are fixed;
In assembled shear wall, wooden model whole plate 1 can be cut into first piece of template of first piece of template 4 of cross wall and vertical wall 5, and the boarding edge strip 2 above first piece of template 5 of first piece of template 4 of cross wall and vertical wall, so that two stifled intersection shearings Double steel pipe main joist 8 is independent of each other when wall form assembly;
After wood formwork is assembled, link block 10 is installed on the outside of screw rod through walls, and according to the height of landform, adjusting is stretched The length of contracting bar 14 and flexible extension bar 15, meanwhile, also angle of the adjustable and retractable bar 14 in loose slot 12, to reach most Good support effect.
Each technical characteristic of above-mentioned disclosure is not limited to disclosed and other feature combination, and those skilled in the art are also Other combinations between each technical characteristic can be carried out according to the purpose of invention, be subject to the purpose for realizing the utility model.

Claims (4)

1. a kind of holeless assembling construction wood formwork characterized by comprising wooden model whole plate, template edge strip, carpenter's nail, side Steel secondary joist, screw rod through walls and PVC spool, double steel pipe main joist and butterfly fastener, the wooden model whole plate top are equipped with template side Item is plugged with screw rod and PVC spool through walls on the template edge strip, and wooden model whole plate two sides are equipped with square steel secondary joist, described Square steel secondary joist arranged for interval states the horizontal cloth of double steel pipe main joist in the middle position of two neighboring screw rod through walls and PVC spool It is placed on the outside of square steel secondary joist, the double steel pipe main joist and screw rod through walls and PVC spool are fixed by butterfly fastener.
2. holeless assembling construction wood formwork according to claim 1, which is characterized in that the template edge strip passes through Carpenter's nail is fixed in plank whole plate, the template edge strip spacing 20mm, is provided with screw hole on the template edge strip, described through walls Screw rod and PVC spool are plugged into screw hole.
3. holeless assembling construction wood formwork according to claim 1, which is characterized in that two neighboring screw rod through walls And spacing 150mm is vertically arranged two square steel secondary joists between PVC spool.
4. holeless assembling construction wood formwork according to claim 1, which is characterized in that the wooden model whole plate is cleavable It is processed into first piece of template of first piece of template of cross wall and vertical wall.
CN201920149484.4U 2019-01-29 2019-01-29 Construction wall body wood former is assembled to no cellular type Expired - Fee Related CN209620566U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920149484.4U CN209620566U (en) 2019-01-29 2019-01-29 Construction wall body wood former is assembled to no cellular type

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920149484.4U CN209620566U (en) 2019-01-29 2019-01-29 Construction wall body wood former is assembled to no cellular type

Publications (1)

Publication Number Publication Date
CN209620566U true CN209620566U (en) 2019-11-12

Family

ID=68452134

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920149484.4U Expired - Fee Related CN209620566U (en) 2019-01-29 2019-01-29 Construction wall body wood former is assembled to no cellular type

Country Status (1)

Country Link
CN (1) CN209620566U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111119477A (en) * 2019-11-27 2020-05-08 广西建工集团第五建筑工程有限责任公司 Green fixing device for square steel of vertical template of welded elbow and construction method of green fixing device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111119477A (en) * 2019-11-27 2020-05-08 广西建工集团第五建筑工程有限责任公司 Green fixing device for square steel of vertical template of welded elbow and construction method of green fixing device

Similar Documents

Publication Publication Date Title
CN103615110B (en) Random oblique netted nine-squares beam Hyperbolic Roof construction method
CN104480922B (en) Space truss formwork system and construction method thereof
CN109837992A (en) A kind of assembly light steel frame building system
CN108571071A (en) Prefabricated PC beams of concrete column connected node and construction method
CN102704684B (en) Construction method for high-strength shaping combined template of plank frame of shear wall
CN102605902A (en) Penetrating rib and clamping hook combined steel mesh template and application method
CN203201140U (en) Beam slab support
CN106088480A (en) Girder truss, the combination beam of application girder truss and the compound superstructure of application girder truss
CN209620566U (en) Construction wall body wood former is assembled to no cellular type
CN109208785B (en) Assembled superposed structure system
CN101435237A (en) Novel hollow combined board
CN104727446A (en) Construction method of large aluminum alloy formwork at settlement joint
CN208219844U (en) A kind of prefabrication system
US7700024B1 (en) Corrugated concrete wall panel form and method of construction thereof
CN109457960A (en) One kind is marked time overall assembled adjustable universal mold for cast-in-situ stair
CN209277186U (en) A kind of joist steel skeleton and steel section concrete structure foundation beam
CN209384653U (en) One kind is marked time overall assembled adjustable universal mold for cast-in-situ stair
CN113152728A (en) Wallboard and floor exempt from to fall to ground supporting template system
CN112227580A (en) Steel pipe truss prestressed hollow superimposed sheet
CN109914801A (en) A kind of vertical entire body Slate hanging construction method of alien invasion
CN218466877U (en) Fixing device of reinforced concrete protective layer cushion block
CN221346306U (en) Template fixture assembly construction structure of special-shaped constructional column
CN206053130U (en) Steel constructed beam, using the combination beam and integrated floor of steel constructed beam
CN211007632U (en) Double-sided large template structure for settlement joint of frame shear wall structure
CN215055247U (en) Aluminum alloy template and wood formwork combined construction connecting piece

Legal Events

Date Code Title Description
GR01 Patent grant
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: 20191112

Termination date: 20210129