CN108560904A - A kind of packaged type frame structure wall template system and wall construction method - Google Patents
A kind of packaged type frame structure wall template system and wall construction method Download PDFInfo
- Publication number
- CN108560904A CN108560904A CN201810117524.7A CN201810117524A CN108560904A CN 108560904 A CN108560904 A CN 108560904A CN 201810117524 A CN201810117524 A CN 201810117524A CN 108560904 A CN108560904 A CN 108560904A
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- China
- Prior art keywords
- stupefied
- interior
- truss
- frame structure
- wall
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- 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.)
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Classifications
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- 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
- E04G11/02—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for rooms as a whole by which walls and floors are cast simultaneously, whole storeys, or whole buildings
-
- 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
- E04G11/12—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the 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
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/34—Horizontally-travelling moulds for making walls blockwise or section-wise
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 present invention relates to a kind of packaged type frame structure wall template system and wall construction methods, including：Outer truss mould plate, interior truss mould plate, roof timbering.Packaged type frame structure wall template system provided by the invention and wall construction method, it is longer suitable for horizontal linear meter(lin.m.) and to the construction of the higher cast-in-place framework wall of waterproof requirement, with place strong applicability, installation, dismounting simple and flexible, cycle can be freely combined and pour element length, the advantages of recycling to have constructed and move, and wall later stage infiltration probability can be reduced by the construction of no wall-through pull rod.
Description
Technical field
The present invention relates to a kind of packaged type frame structure wall template system and wall construction methods, belong to cast in place frame
Structure wall construction technique field.
Background technology
In the construction of all kinds of cast-in-place framework walls, the mode of wall form support typically uses full framing and does
Support, the mode of wall-crossing opposite-drawing bolt fastening.It is through walls in spacing and the per pass support of support since the rigidity by steel pipe is limited
The spacing of Screw arbor with nut at both-ends is all smaller, cause the post-processing heavy workload after form removal and because constructing operation is improper and bolt draw bar hole compared with
Probability more and that wall leakage occurs is high.Further, the process of wall body structure formwork assembling and disassembling is cumbersome, time-consuming and laborious, safely may be used
It is poor by property, and material recycling rate of waterused is low, waste is serious.It is longer in the horizontal linear meter(lin.m.) of frame structure wall, it need to pour several times
In the case of, it is time-consuming and laborious to have bad luck dismounting material.
Invention content
The invention solves technical problems to be：The shortcomings that overcoming above-mentioned technology provides a kind of no wall-through pull rod and installation, tears open
Simple and flexible is unloaded, cycle can be freely combined and pour element length, recycle moveable frame structure wall template system of having constructed
And wall construction method.
In order to solve the above-mentioned technical problem, first technical solution proposed by the present invention is：A kind of packaged type frame knot
Structure wall form system, including：Positioned at the outer truss mould plate of wall outer side, the interior truss mould plate on the inside of wall and top plate branch
Frame；The outer truss mould plate include outer truss, by the outer truss support outer master it is stupefied with it is outer it is time stupefied, be mounted on described outer time it is stupefied
On outer panels；The interior truss mould plate include interior truss, by the interior truss support interior master it is stupefied with it is interior it is time stupefied, be mounted on institute
State it is interior it is time stupefied on inner panel；The roof timbering includes cross-plate scaffold, at the top of the cross-plate scaffold
Top it is main it is stupefied it is stupefied with top time, mounted on the top time it is stupefied on top panel；Have on the concrete foundation layer of the wall outer pre-buried
Part and interior built-in fitting；The outer truss is connect with the outer built-in fitting, and the interior truss is connect with the interior built-in fitting, the wall
The outer truss mould plate in two outside of body is connected with each other by pull rod；The interior truss bottom has travelling wheel and adjustable for height first
Pedestal, the cross-plate scaffold bottom have adjustable for height second base；The interior master is stupefied lead with the top it is stupefied can
It is connected by junction steel plate.
Said program, which further improves, to be：It is welded with several steel pipes on the outer truss mould plate and interior truss mould plate；
Joint steel pipe can be installed by moving fastening on the steel pipe.
Said program, which further improves, to be：The outer master is stupefied, interior master is stupefied and top master is stupefied is made of Two bors d's oeuveres channel steel.
Said program, which further improves, to be：Stupefied outer stupefied, the interior secondary stupefied and top time is wooden H-beam.
Said program, which further improves, to be：The outer panels, inner panel and top panel are bamboo slab rubbers.
Said program, which further improves, to be：The pull rod is made of fining twisted steel.
In order to solve the above-mentioned technical problem, second technical solution proposed by the present invention is：It is a kind of to use in said program
Packaged type frame structure wall template system wall construction method, include the following steps：
（1）The concrete foundation layer of pouring frame structure wall, and the pre-buried outer built-in fitting and interior pre-buried in concrete foundation layer
Part；
（2）Assemble outer truss and interior truss；
（3）According to construction length, several outer truss, interior truss are linked into an integrated entity respectively using joint steel pipe and moving fastening；
（4）Distribution sets up that outer master is stupefied, outer time stupefied and outer panels on outer truss；It is stupefied, interior secondary to set up interior master for distribution on interior truss
Stupefied and inner panel；
（5）Cross-plate scaffold is assembled, and sets up main stupefied, the stupefied and top panel in top time in top successively on cross-plate scaffold；
（6）After concrete foundation layer intensity reaches design strength, outer truss is moved to design position, and use screw-thread steel will
Outer truss is connect with outer built-in fitting；And it is connected using pull rod between the outer truss mould plate of frame structure wall both sides；
（7）Second base is adjusted, top panel is adjusted to design height；
（8）Truss mould plate adjusts first base, inner panel is adjusted to design height to design position in mobile；And use spiral shell
Interior truss is connect by line steel with interior built-in fitting；It is using junction steel plate that interior master is stupefied with the main stupefied connection in top；
（9）Wall is carried out to pour；
（10）After the concrete of frame structure wall reaches design strength, remove pull rod between outer truss, outer truss with outside
Screw-thread steel, interior truss between built-in fitting and the screw-thread steel between interior built-in fitting, the stupefied junction steel plate with top master between stupefied of interior master；
And it readjusts and adjusts first base and second base；
（11）It repeats step 6 to 10 and carries out subsequent cycle construction, construct and complete until frame structure wall.
Said program, which further improves, to be：Step（6）In, by setting up the landing stage of scaffold, carry out the shifting of outer truss
Dynamic and attended operation.
Packaged type frame structure wall template system provided by the invention and wall construction method, effective solution are existing
There is full framing with the post-processing heavy workload after pull rod construction form removal and due to constructing operation is improper and bolt draw bar hole is more
The probability that wall leakage occurs is high, and the process of formwork assembling and disassembling is cumbersome, time-consuming and laborious, and security reliability is poor, and material reuses
Rate is low, and waste is serious, and the horizontal linear meter(lin.m.) of frame structure is longer need to pour several times in the case of, have bad luck dismounting fee of material
When laborious disadvantage；It is longer suitable for horizontal linear meter(lin.m.) and to the construction of the higher cast-in-place framework wall of waterproof requirement, there is field
Ground strong applicability, installation, dismounting simple and flexible can be freely combined cycle and pour element length, and cycle, which has been constructed, to be moved, and energy
The advantages of reducing wall later stage infiltration probability by the construction of no wall-through pull rod.
Description of the drawings
The invention will be further described below in conjunction with the accompanying drawings.
Fig. 1 is a preferred embodiment cross-sectional configuration schematic diagram of the invention.
Fig. 2 is interior truss mould plate structural schematic diagram in Fig. 1.
Fig. 3 is the China and foreign countries Fig. 1 truss mould plate structural schematic diagram.
Fig. 4 is roof timbering structural schematic diagram in Fig. 1.
Figure label is schematically as follows：The outer truss mould plates of 1-, truss mould plate in 2-, 3- roof timberings, 4- concrete foundation layers,
5- walls, 6- pull rods, truss in 7-, master is stupefied in 8-, time stupefied, 10- inner panels in 9-, built-in fitting in 11-, 12- travelling wheels, 13-
First base, the outer truss of 14-, master is stupefied outside by 15-, outer stupefied, 17- outer panels of 16-；The outer built-in fittings of 18-, 19- branch sleeves, 20-
Butterfly nut；21- joint steel pipes, 22- short steel pipes；23- cross-plate scaffolds, 24- second bases；The tops 25- master is stupefied, the tops time 26-
It is stupefied, 27- top panels, 28- junction steel plates.
Specific implementation mode
Embodiment
The packaged type frame structure wall template system of the present embodiment is suitable for frame structure wall as shown in Figure 1
Body 5, wall 5 need to lay concrete foundation layer 4 in advance.The packaged type frame structure wall template system of the present embodiment is as schemed
1, including：Outer truss mould plate 1 positioned at 5 outside of wall, interior truss mould plate 2 and roof timbering 3 positioned at 5 inside of wall.
Such as Fig. 2, interior truss mould plate 2 include interior truss 7, the interior master stupefied 8 supported by interior truss 7 with interior time stupefied 9, be mounted on it is interior
Inner panel 10 on secondary stupefied 9；There is pre-buried interior built-in fitting 11, interior truss 7 can be with interior built-in fitting 11 in concrete foundation layer 4
It is fixedly connected.7 bottom of interior truss also has travelling wheel 12 and adjustable for height first base 13.
Such as Fig. 3,14 template 1 of outer truss includes outer truss 14, the outer master stupefied 15 that is supported by outer truss 14 and outer time stupefied 16, peace
Outer panels 17 on outer time stupefied 16；In concrete foundation layer 4 have pre-buried outer built-in fitting 18, outer truss 14 can with it is outer
Built-in fitting 18 is fixedly connected.As the outer truss mould plate 1 of Fig. 1,5 liang of outsides of wall pass through 6 phase of pull rod made of fining twisted steel
It connects.
Such as Fig. 4, roof timbering 3 includes cross-plate scaffold 23, the top master stupefied 25 mounted on 23 top of cross-plate scaffold
With top time stupefied 26, the top panel 27 on top time stupefied 26；The bottom of cross-plate scaffold 23 has adjustable for height second
Pedestal 24；Interior master stupefied 8 can be connect with top main stupefied 25 by junction steel plate 28.
For the ease of allowing 14 template 1 of several outer truss that can be separately connected integral, 14 mould of outer truss with interior truss mould plate 2
It is welded with several short steel pipes 22 on plate 1 and interior truss mould plate 2；Connect in this way, can be installed by moving fastening on short steel pipes 22
Connect steel pipe 21.
In the present embodiment, outer master is stupefied 15, interior master stupefied 8 and top main stupefied 25 are made of Two bors d's oeuveres channel steel；Outer time stupefied 16, interior time stupefied 9
It is wooden H-beam with top time stupefied 26；Outer panels 17, inner panel 10 and top panel 27 are bamboo slab rubbers.
Above-described embodiment includes a kind of construction method：A kind of packaged type frame structure wall mould using in said program
5 construction method of wall of plate system, includes the following steps：
（1）The concrete foundation layer 4 of pouring frame structure wall 5, and the pre-buried outer built-in fitting 18 and interior in concrete foundation layer 4
Built-in fitting 11；
（2）The outer truss 14 of assembling and interior truss 7；
（3）According to construction length, several outer truss 14, interior truss 7 are respectively connected respectively using joint steel pipe 21 and moving fastening
It is connected into one；
（4）Outer master stupefied 15, outer secondary stupefied 16 and outer panels 17 are set up in distribution on outer truss 14；Interior master is set up in distribution on interior truss
Stupefied 8, interior time stupefied 8 and inner panel 10；
（5）Cross-plate scaffold 23 is assembled, and is set up successively on cross-plate scaffold 23 and pushes up main stupefied 25, top time stupefied 26 and top surface
Plate 27；
（6）After concrete foundation layer semi-finals degree reaches design strength, outer truss 14 is moved to design position, and use screw thread
Steel, branch sleeve 19 and butterfly nut 20, outer truss 14 and outer built-in fitting 18 are connected and fixed；And in 5 liang of frame structure wall
It is connected and fixed using pull rod 6 between the outer truss mould plate 1 of side；Since outer truss 14 is vacantly installed, therefore, it is necessary to set up letter
The easy landing stage of scaffold carries out the movement and attended operation of outer truss 14；
（7）Second base 24 is adjusted, top panel 27 is adjusted to design height；
（8）Truss mould plate 2 adjusts first base 13, inner panel 10 is adjusted to design height to design position in mobile；And make
With screw-thread steel, branch sleeve 19 and butterfly nut 20, interior truss 7 and interior built-in fitting 11 are connected and fixed；Use junction steel plate 28
Interior master stupefied 8 and top main stupefied 25 are connected and fixed；
（9）Carry out 5 concreting operation of wall；
（10）After the concrete of wall 5 reaches design strength, pull rod 6, outer truss 14 except solution between truss 14 with it is outer pre-
Being connected and fixed between embedded part 18, being connected and fixed, between interior master stupefied 8 and top main stupefied 25 between interior truss 7 and interior built-in fitting 11
Junction steel plate 28；And it readjusts and adjusts first base 13 and second base 24；
（11）It repeats step 6 to 10 and carries out subsequent cycle construction, construct and complete until wall 5.
The specific technical solution that the present invention is not limited to the above embodiment, in addition to the implementation, the present invention can also have
Other embodiment.It is all using equivalent replacement formed technical solution, be the present invention claims protection domain.
Claims (8)
1. a kind of packaged type frame structure wall template system, which is characterized in that including：Positioned at the outer truss mould of wall outer side
Plate, interior truss mould plate and roof timbering on the inside of wall；The outer truss mould plate includes outer truss, by the outer truss branch
The outer master of support it is stupefied with it is outer it is time stupefied, mounted on described outer time it is stupefied on outer panels；The interior truss mould plate includes interior truss, by described
The interior master of interior truss support it is stupefied with interior time it is stupefied, mounted on described interior time it is stupefied on inner panel；The roof timbering includes cross plate
Scaffold, the top at the top of the cross-plate scaffold it is main it is stupefied it is stupefied with top time, mounted on the top time it is stupefied on top panel；
There is outer built-in fitting and interior built-in fitting on the concrete foundation layer of the wall；The outer truss is connect with the outer built-in fitting,
The interior truss is connect with the interior built-in fitting, and the outer truss mould plate in two outside of the wall is connected with each other by pull rod；It is described
Interior truss bottom with travelling wheel and adjustable for height first base, the cross-plate scaffold bottom with adjustable for height
Second base；The interior master is stupefied main with the top stupefied can be connect by junction steel plate.
2. packaged type frame structure wall template system according to claim 1, it is characterised in that：The outer truss mould
It is welded with several steel pipes on plate and interior truss mould plate；Joint steel pipe can be installed by moving fastening on the steel pipe.
3. packaged type frame structure wall template system according to claim 1, it is characterised in that：The outer master is stupefied,
Interior master is stupefied and top is main stupefied is made of Two bors d's oeuveres channel steel.
4. packaged type frame structure wall template system according to claim 1, it is characterised in that：It is described it is outer it is time stupefied,
Stupefied interior secondary stupefied and top time is wooden H-beam.
5. packaged type frame structure wall template system according to claim 1, it is characterised in that：The outer panels,
Inner panel and top panel are bamboo slab rubbers.
6. packaged type frame structure wall template system according to claim 1, it is characterised in that：The pull rod is by essence
Screw-thread steel is rolled to be made.
7. a kind of wall construction method using packaged type frame structure wall template system as described in claim 1,
It is characterized in that, includes the following steps：
（1）The concrete foundation layer of pouring frame structure wall, and the pre-buried outer built-in fitting and interior pre-buried in concrete foundation layer
Part；
（2）Assemble outer truss and interior truss；
（3）According to construction length, several outer truss, interior truss are linked into an integrated entity respectively using joint steel pipe and moving fastening；
（4）Distribution sets up that outer master is stupefied, outer time stupefied and outer panels on outer truss；It is stupefied, interior secondary to set up interior master for distribution on interior truss
Stupefied and inner panel；
（5）Cross-plate scaffold is assembled, and sets up main stupefied, the stupefied and top panel in top time in top successively on cross-plate scaffold；
（6）After concrete foundation layer intensity reaches design strength, outer truss is moved to design position, and use screw-thread steel will
Outer truss is connect with outer built-in fitting；And it is connected using pull rod between the outer truss mould plate of frame structure wall both sides；
（7）Second base is adjusted, top panel is adjusted to design height；
（8）Truss mould plate adjusts first base, inner panel is adjusted to design height to design position in mobile；And use spiral shell
Interior truss is connect by line steel with interior built-in fitting；It is using junction steel plate that interior master is stupefied with the main stupefied connection in top；
（9）Wall is carried out to pour；
（10）After the concrete of frame structure wall reaches design strength, remove pull rod between outer truss, outer truss with outside
Screw-thread steel, interior truss between built-in fitting and the screw-thread steel between interior built-in fitting, the stupefied junction steel plate with top master between stupefied of interior master；
And it readjusts and adjusts first base and second base；
（11）It repeats step 6 to 10 and carries out subsequent cycle construction, construct and complete until frame structure wall.
8. the wall construction method of packaged type frame structure wall template system according to claim 7, feature exist
In：Step（6）In, by setting up the landing stage of scaffold, carry out the movement and attended operation of outer truss.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810117524.7A CN108560904A (en) | 2018-02-06 | 2018-02-06 | A kind of packaged type frame structure wall template system and wall construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810117524.7A CN108560904A (en) | 2018-02-06 | 2018-02-06 | A kind of packaged type frame structure wall template system and wall construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108560904A true CN108560904A (en) | 2018-09-21 |
Family
ID=63532234
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810117524.7A Pending CN108560904A (en) | 2018-02-06 | 2018-02-06 | A kind of packaged type frame structure wall template system and wall construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108560904A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109736569A (en) * | 2019-02-28 | 2019-05-10 | 福建工程学院 | A kind of truss type formwork support frame and formwork support structure |
| CN112012365A (en) * | 2020-08-26 | 2020-12-01 | 青海玉明金属结构制造有限公司 | Pouring forming construction process for large-scale sewage pool supporting arm rib beam type wall body |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105401599A (en) * | 2015-12-24 | 2016-03-16 | 中铁十四局集团有限公司 | Open trench tunnel main structure tall side wall unilateral vertical mold and construction process thereof |
| CN106089253A (en) * | 2016-08-17 | 2016-11-09 | 中国路桥工程有限责任公司 | A kind of all-hydraulic template system poured for culvert |
| CN206678146U (en) * | 2017-04-18 | 2017-11-28 | 黑龙江省中信路桥材料有限公司 | Multiple box culvert makes mould |
| CN207988486U (en) * | 2018-02-06 | 2018-10-19 | 中铁四局集团第二工程有限公司 | A kind of packaged type frame structure wall template system |
-
2018
- 2018-02-06 CN CN201810117524.7A patent/CN108560904A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105401599A (en) * | 2015-12-24 | 2016-03-16 | 中铁十四局集团有限公司 | Open trench tunnel main structure tall side wall unilateral vertical mold and construction process thereof |
| CN106089253A (en) * | 2016-08-17 | 2016-11-09 | 中国路桥工程有限责任公司 | A kind of all-hydraulic template system poured for culvert |
| CN206678146U (en) * | 2017-04-18 | 2017-11-28 | 黑龙江省中信路桥材料有限公司 | Multiple box culvert makes mould |
| CN207988486U (en) * | 2018-02-06 | 2018-10-19 | 中铁四局集团第二工程有限公司 | A kind of packaged type frame structure wall template system |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109736569A (en) * | 2019-02-28 | 2019-05-10 | 福建工程学院 | A kind of truss type formwork support frame and formwork support structure |
| CN109736569B (en) * | 2019-02-28 | 2024-03-26 | 福建工程学院 | Truss type template support frame and template support structure |
| CN112012365A (en) * | 2020-08-26 | 2020-12-01 | 青海玉明金属结构制造有限公司 | Pouring forming construction process for large-scale sewage pool supporting arm rib beam type wall body |
| CN112012365B (en) * | 2020-08-26 | 2022-04-12 | 青海玉明金属结构制造有限公司 | Pouring forming construction process for large-scale sewage pool supporting arm rib beam type wall body |
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