CN109372248A - A kind of wall column formwork and its nodal wood type reinforcement means - Google Patents
A kind of wall column formwork and its nodal wood type reinforcement means Download PDFInfo
- Publication number
- CN109372248A CN109372248A CN201811341738.9A CN201811341738A CN109372248A CN 109372248 A CN109372248 A CN 109372248A CN 201811341738 A CN201811341738 A CN 201811341738A CN 109372248 A CN109372248 A CN 109372248A
- Authority
- CN
- China
- Prior art keywords
- whole plate
- stupefied
- wall column
- back cord
- master
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G2009/028—Forming boards or similar elements with reinforcing ribs on the underside
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a kind of wall column formwork and its nodal wood type reinforcement means, include: muti-piece whole plate, back cord, master it is stupefied, be arranged successively from bottom to up between muti-piece whole plate, back cord from left to right uniform fold in the outer surface of whole plate, master is stupefied to be arranged successively from bottom to up, and back cord is covered in whole plate.The invention also discloses a kind of wall column formwork construction methods, mainly include the following steps: combination settings whole plate from bottom to up, and the equally distributed back cord of multiple row is arranged in the outside of whole plate, stupefied in the master that the external setting of back cord is sequentially distributed from top to bottom；Master is stupefied to be an integral structure by screw rod and the whole plate being symmetrical set, back cord, and main stupefied be fastenedly connected.It is stupefied by setting muti-piece whole plate, back cord, master, whole plate is arranged successively from top to bottom, back cord from left to right uniform fold in the outer surface of whole plate, master is stupefied to be arranged successively from top to bottom, back cord covers to that a kind of spelling mould number is formed in whole plate is few, can the number of turnover it is more, loss is few, the high wall column formwork of concrete formation quality.
Description
Technical field
The present invention relates to a kind of technical field of building construction, specially a kind of wall column formwork and its nodal wood type reinforcement means.
Background technique
It is cast-in-place by the progress of wall column stay in place form in existing building construction process, secondary knot is built after cast-in-place molding again
The progress of structure template is secondary cast-in-place, and then is molded into required wall body structure.But such embodiment is there are its defect, secondary
The hidden danger in crack, leakage is had between structure and a concrete structure.And it is traditional using the lumps of wood as wall column formwork
Back cord, can the number of turnover it is few, be lost it is more, concrete structure Forming Quality is poor.
There is also the problem of template deformation, cannot ensure that Liang Qiang is leaned at beam wall node for more existing wall column stay in place form
Flatness.
Summary of the invention
The technical problem to be solved by the present invention is a kind of wall column formwork and its nodal wood type reinforcement means are provided, to solve
Existing wall column stay in place form needs repeatedly to spell mould, there are crack, hidden leakage defect and template can the number of turnover it is few, be lost it is more, it is mixed
The problem of Xtah Crude Clay structure Forming Quality difference.
The present invention is to solve a kind of technical solution that its technical problem provides to be: a kind of wall column formwork, include: muti-piece is whole
Plate, back cord, master it is stupefied, be arranged successively from bottom to up between the muti-piece whole plate, the back cord from left to right uniform fold described
The outer surface of whole plate, the master is stupefied to be arranged successively from bottom to up, and the back cord is covered in the whole plate.
As an improvement of the above scheme, the whole plate include the first whole plate and the second whole plate, first whole plate with it is described
Second whole plate is arranged alternately, and first whole plate is equipped with installation position.
As a further improvement of the foregoing solution, the whole plate includes three piece of first whole plate and two piece of second whole plate.
As an improvement of the above scheme, it includes that two sides are logical and steel bar end that the master is stupefied, the master it is stupefied by steel bar end and
Screw rod is connect with the whole plate.
As a further improvement of the foregoing solution, external corner reinforcing member and inner corner trim reinforcing member are additionally provided on the back cord, it is described
External corner reinforcing member is angle bar, and oblique to drawing equipped with screw rod, and the angle bar is welded on the stupefied corner of the master.
As an improvement of the above scheme, the master is stupefied is equipped with gap between the back cord, and the gap is for clamping institute
State external corner reinforcing member.
As a further improvement of the foregoing solution, the position in the whole plate for having a common boundary with beam is equipped with corner-shape structure.
As an improvement of the above scheme, the back cord, stupefied master are that fashioned iron side is logical.
As a further improvement of the foregoing solution, the whole plate, back cord, main stupefied formation wall column formwork unit between can phase
It mutually combines, the lumps of wood is set between adjacent wall column formwork unit.
The present invention also provides a kind of wall column formwork nodal wood type reinforcement means, can be applied to wall column described in above-mentioned any one
Template mainly includes the following steps: combination settings whole plate from bottom to up, and the equally distributed back of multiple row is arranged in the outside of whole plate
It is stupefied, it is stupefied in the master that the external setting of back cord is sequentially distributed from top to bottom；Master is stupefied to pass through screw rod and the whole plate being symmetrical set, back
It is stupefied, and lead stupefied be fastenedly connected and be an integral structure.
The method have the benefit that: stupefied by setting muti-piece whole plate, back cord, master, whole plate is successively arranged from top to bottom
Column, in the outer surface of whole plate, master is stupefied to be arranged successively uniform fold back cord from top to bottom from left to right, and back cord is covered in whole plate
It is few to form a kind of spelling mould number, can the number of turnover it is more, loss is few, the high wall column formwork of concrete formation quality.
Detailed description of the invention
For the clearer technical solution illustrated in the embodiment of the present invention, will make below to required in embodiment description
Attached drawing briefly describes.
Fig. 1 is a kind of schematic diagram of embodiment of wall column formwork of the present invention；
Fig. 2 is the structural schematic diagram after wall column formwork of the present invention removal master is stupefied；
Fig. 3 is the schematic diagram of inner corner trim reinforcing member installation condition of the present invention；
Fig. 4 is the schematic diagram of external corner reinforcing member installation condition of the present invention.
Specific embodiment
Carried out with reference to embodiments with technical effect of the attached drawing to design of the invention, specific structure and generation it is clear,
It is fully described by, to fully understand the purpose of the present invention, scheme and effect.It should be noted that in the absence of conflict originally
The feature in embodiment and embodiment in application can be combined with each other.Furthermore the upper and lower, left and right etc. used in the present invention
It describes in only opposite figure for each component part mutual alignment relation of the present invention.
Fig. 1 is a kind of schematic diagram of embodiment of wall column formwork of the present invention, and Fig. 2 is after wall column formwork of the present invention removal master is stupefied
Structural schematic diagram, Fig. 3 be inner corner trim reinforcing member installation condition of the present invention schematic diagram, Fig. 4 be external corner reinforcing member of the present invention install
The schematic diagram of state, referring to figs. 1 to Fig. 4, wall column formwork includes muti-piece whole plate 10, back cord 20, and master stupefied 30, and back cord 20 is uniform
The back for being arranged at intervals on whole plate 10, main stupefied 30 are connect by screw rod with whole plate 10, in the pressure work of the stupefied 30 pairs of back cords 20 of master
Under, so that back cord 20 is firmly fixed in whole plate 10.
Whole plate 10 includes the first whole plate 11 and the second whole plate 12, and installation position 111 is equipped in the first whole plate 11, preferred to pacify
Dress position 111 is through-hole, for being fastenedly connected across screw rod.By can be seen that the first whole plate 11 in Fig. 1 and the second whole plate 12 is adjacent sets
It sets, is evenly distributed with multiple row back cord 20 at the back of the first whole plate 11 and the second whole plate 12, rectangle can be selected in preferred back cord 20
Pipe.Rectangular tube can be metal material or plastic material, conveniently be fastenedly connected, and compared to traditional lumps of wood, extend wall column mould
The service life of plate, increasing can the number of turnover.
Wall column formwork includes five pieces of whole plates 10, and five pieces of whole plates 10 are arranged successively from the bottom up, and first and third, five block of plate is the
One whole plate 11, second, four block of plate is the second whole plate 12, and the first whole plate 11 is placed adjacent with the second whole plate 12.By by wall column mould
Plate carries out horizontal spelling, installs Screw arbor with nut at both-ends 13 on the installation position on first and third, five block of plate, and second, the 4th piece of plate placement is the
Two whole plates 12 are undressed plate, and no setting is required installation position, the second whole plate 12 can be significantly increased is used in turn rate, more passes through
Main structure is optimized, the gate stack in architectural process, pier, lintel is once cast-in-place with main structure, after reduction
Phase secondary structure project amount, improves production efficiency.
Main stupefied 30 are externally connected in back cord 20, master stupefied 30 is equipped with and is adapted with 11 upper installing hole 111 of the first whole plate
Connection position 31, for passing through whole plate 10, main stupefied 30 by screw rod.Main stupefied 30 include two sides logical 32 and steel bar end 33, two
Connector is equipped between Gen Fangtong 32, for two sides logical 32 to be connected as one formula structure.
The preferably logical folder in the side of being additionally provided between two sides logical 32, is fixed to both sides by the welding of C25 steel bar end and leads to, master is stupefied
30 are connect by steel bar end 33 and screw rod with whole plate 10.Technical solution of the present invention in first and third, five block of plate only by installing
3 level masters are stupefied is fixed for screw parts setting, compared to traditional formwork way, greatly reduce main stupefied number
The consolidation time of worker is greatly reduced in amount, improves efficiency, and reduces material cost.
Preferably, external corner reinforcing member 21 and inner corner trim reinforcing member 22 are additionally provided on back cord 20, for enhancing the pact of back cord 20
Beam intensity, to guarantee the Forming Quality of concrete.External corner reinforcing member 21 is to lead to corner welding angle bar 211 in the side of master stupefied 30,
Again by screw rod 13 it is oblique to pull-shaped at making closely to connect between winner stupefied 30 and whole plate 10；Inner corner trim reinforcing member 22 is the side of passing through
The right angle both sides logical 32 of logical welding sizing, are erected at main stupefied 30 outer surface, are connected as one by screw rod and main stupefied 30 and whole plate 10
Body formula structure.It is equipped with gap between two masters stupefied 30 intersected after extending of corner, clamps, avoids convenient for external corner reinforcing member 21
The problem of external corner is swollen film spillage.
Preferably, the position in whole plate 10 for having a common boundary with beam is equipped with corner-shape structure 14, and corner-shape structure 14 is in " 7 " font
It is protruding, it can to extend into beam forms 300mm to 400mm in wall column formwork, beam wall form is avoided to disconnect in junction,
Wall column formwork edge joint position is pushed down using 50mm × 50mm lumps of wood, ensure beam and wall leans to flatness.
The invention also discloses wall column formwork nodal wood type reinforcement means, include the following steps:
The equally distributed back cord of multiple row is arranged in the outside of whole plate in successively combination settings whole plate from top to bottom；In back cord
The master that outside setting is sequentially distributed from top to bottom is stupefied；It is main stupefied with the whole plate being symmetrical set, back cord, and it is main it is stupefied be fastenedly connected for
Integral structure.
It can be seen from the above, by setting muti-piece whole plate, back cord, master it is stupefied, whole plate is arranged successively from top to bottom, back cord from a left side to
In the outer surface of whole plate, master is stupefied to be arranged successively right uniform fold from top to bottom, and back cord is covered and forms a kind of spelling mould in whole plate
Number is few, can the number of turnover it is more, loss is few, the high wall column formwork of concrete formation quality.
Although specifically showing and describing the present invention in conjunction with preferred embodiment, those skilled in the art should be bright
It is white, it is not departing from the spirit and scope of the present invention defined by described claims, it in the form and details can be right
The present invention makes a variety of changes, and is protection scope of the present invention.
Claims (10)
1. a kind of wall column formwork, characterized by comprising: muti-piece whole plate, back cord, master it is stupefied, between the muti-piece whole plate from down toward
On be arranged successively, in the outer surface of the whole plate, the master is stupefied successively to be arranged uniform fold the back cord from bottom to up from left to right
Column, the back cord is covered in the whole plate.
2. wall column formwork according to claim 1, it is characterised in that: the whole plate includes the first whole plate and the second whole plate,
First whole plate is arranged alternately with second whole plate, and first whole plate is equipped with installation position.
3. wall column formwork according to claim 2, it is characterised in that: the whole plate includes three piece of first whole plate and two pieces the
Two whole plates.
4. wall column formwork according to claim 3, it is characterised in that: it includes that two sides are logical and steel bar end that the master is stupefied, institute
It is stupefied by steel bar end and screw rod to state master, is connect with the whole plate.
5. wall column formwork according to claim 4, it is characterised in that: be additionally provided with external corner reinforcing member and inner corner trim on the back cord
Reinforcing member, the external corner reinforcing member are angle bar, and oblique to drawing equipped with screw rod, and the angle bar is welded on the stupefied corner of the master.
6. wall column formwork according to claim 5, it is characterised in that: the master is stupefied to be equipped with gap between the back cord,
The gap is for clamping the external corner reinforcing member.
7. wall column formwork described in -6 any one according to claim 1, it is characterised in that: for having a common boundary with beam in the whole plate
Position be equipped with corner-shape structure.
8. wall column formwork described in -6 any one according to claim 1, it is characterised in that: the back cord, stupefied master are fashioned iron side
It is logical.
9. wall column formwork described in -6 any one according to claim 1, it is characterised in that: the whole plate, back cord, main stupefied formation
Wall column formwork unit between can be combined with each other, the lumps of wood is set between adjacent wall column formwork unit.
10. a kind of wall column formwork nodal wood type reinforcement means, can be applied to wall column formwork described in any one of claim 1-9,
Mainly include the following steps: combination settings whole plate from bottom to up, the equally distributed back cord of multiple row is set in the outside of whole plate, is being carried on the back
The master that stupefied external setting is sequentially distributed from top to bottom is stupefied；Master is stupefied to pass through screw rod and the whole plate being symmetrical set, back cord, Yi Jizhu
Stupefied be fastenedly connected is an integral structure.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2018112866874 | 2018-10-31 | ||
| CN201811286687 | 2018-10-31 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109372248A true CN109372248A (en) | 2019-02-22 |
Family
ID=65384777
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811341738.9A Pending CN109372248A (en) | 2018-10-31 | 2018-11-12 | A kind of wall column formwork and its nodal wood type reinforcement means |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109372248A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110700564A (en) * | 2019-10-24 | 2020-01-17 | 中国五冶集团有限公司 | Adjustable aluminum alloy template side mold reinforcing and connecting device and method |
| CN115075547A (en) * | 2022-05-06 | 2022-09-20 | 中建二局深圳建投发展有限公司 | Unilateral formwork supporting device and construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2031023U (en) * | 1988-05-07 | 1989-01-18 | 黄家华 | Multiple function plastic combined mould |
| CN205531343U (en) * | 2016-01-22 | 2016-08-31 | 中国建筑一局(集团)有限公司 | Wall post external corner template reinforcing apparatus |
| CN206360356U (en) * | 2016-12-19 | 2017-07-28 | 深圳市百事达铝模科技有限公司 | A kind of aluminum alloy pattern plate strenthening member |
| CN107829556A (en) * | 2017-10-23 | 2018-03-23 | 南方风机股份有限公司 | One kind building aluminum alloy mould plate combined system |
| CN207513149U (en) * | 2017-10-24 | 2018-06-19 | 山东中煤能源机械有限责任公司 | One kind is applicable in a variety of Building assembling templates |
-
2018
- 2018-11-12 CN CN201811341738.9A patent/CN109372248A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2031023U (en) * | 1988-05-07 | 1989-01-18 | 黄家华 | Multiple function plastic combined mould |
| CN205531343U (en) * | 2016-01-22 | 2016-08-31 | 中国建筑一局(集团)有限公司 | Wall post external corner template reinforcing apparatus |
| CN206360356U (en) * | 2016-12-19 | 2017-07-28 | 深圳市百事达铝模科技有限公司 | A kind of aluminum alloy pattern plate strenthening member |
| CN107829556A (en) * | 2017-10-23 | 2018-03-23 | 南方风机股份有限公司 | One kind building aluminum alloy mould plate combined system |
| CN207513149U (en) * | 2017-10-24 | 2018-06-19 | 山东中煤能源机械有限责任公司 | One kind is applicable in a variety of Building assembling templates |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110700564A (en) * | 2019-10-24 | 2020-01-17 | 中国五冶集团有限公司 | Adjustable aluminum alloy template side mold reinforcing and connecting device and method |
| CN115075547A (en) * | 2022-05-06 | 2022-09-20 | 中建二局深圳建投发展有限公司 | Unilateral formwork supporting device and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103982199B (en) | Tunnel Second Lining formwork jumbo locking plug template, plug node and method for blocking | |
| CN207172364U (en) | Precast beam pedestal | |
| CN204960296U (en) | Adjustable shaped steel stencil assembly | |
| CN105839916A (en) | Socket type stair step template for residential building and mounting process of socket type stair step template | |
| CN109372248A (en) | A kind of wall column formwork and its nodal wood type reinforcement means | |
| CN105649326A (en) | Template structure for plugging reserved hole in exterior wall and plugging method | |
| CN205976476U (en) | Movement joint template is propped up and is established structure and stupefied subassembly of back of body and stencil assembly thereof | |
| CN206917257U (en) | A kind of building template assembly | |
| CN105781057A (en) | Skeleton-type recyclable tile wall surface | |
| CN205046844U (en) | Clear water concrete window steel form structure device that wafts | |
| CN204899108U (en) | Node structure is hung futilely to marble | |
| CN210597794U (en) | Connecting device of prefabricated plate | |
| CN106499187A (en) | A kind of arm support and concrete spraying machine | |
| CN106150084A (en) | A kind of mold method wearing muscle template and formwork erecting structure thereof | |
| CN107700531B (en) | A kind of erection method of chamfering set shaped steel formwork | |
| CN205329918U (en) | Step board light partition wall system | |
| CN209976013U (en) | Aluminum alloy plug plate structure of all-steel large template | |
| CN204826626U (en) | But reuse's concatenation formula typical forms | |
| CN111042519B (en) | Early dismantling system for floor slab template beam-containing and plate-structure building | |
| CN208396295U (en) | A kind of open-cut station construction stair formwork erecting structure | |
| CN206220482U (en) | A kind of cast-in-situ wall template support system | |
| CN205291221U (en) | Prefabricated mould of concrete guardrail | |
| CN110439300A (en) | Simple, quick and efficient beam-penetrating steel sleeve pre-embedded structure and construction method thereof | |
| CN214835713U (en) | Prefabricated disassembly-free windowsill coping structure | |
| CN204530754U (en) | Diaphragm wall support changing structure for use |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190222 |
|
| RJ01 | Rejection of invention patent application after publication |