CN206722404U - A kind of narrow end wall single side formwork horizontal reinforcing device - Google Patents
A kind of narrow end wall single side formwork horizontal reinforcing device Download PDFInfo
- Publication number
- CN206722404U CN206722404U CN201720321360.0U CN201720321360U CN206722404U CN 206722404 U CN206722404 U CN 206722404U CN 201720321360 U CN201720321360 U CN 201720321360U CN 206722404 U CN206722404 U CN 206722404U
- Authority
- CN
- China
- Prior art keywords
- support bar
- main back
- end wall
- single side
- narrow end
- 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
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a kind of narrow end wall single side formwork horizontal reinforcing device.Formed including horizontal English truss system and template system two parts.Horizontal English truss system mainly includes inclined support bar, regulation support bar, hold-down support bar, web member, regulation bearing, connecting fastening for steel pipe, steel pipe, foundation bolt, connection backing plate；Template system mainly includes laterally main back cord, vertically main back cord, horizontal time stupefied, vertical time stupefied, template, lower margin pull bar, pull bar backing plate, press beam bracing means reinforcing supporting way reasonable stress, and reinforcing is solid and reliable, and rigidity is big, and deformation is small；Can repeatedly it be used in turn；Installation and dismounting are convenient, and speed of application is fast；Mold plate verticality can be adjusted；Surface Quality of Concrete is good after shaping.
Description
Technical field
A kind of formwork bracing means is the utility model is related to, more particularly to a kind of narrow end wall in Construction of Civil Engineering field
Single side formwork horizontal reinforcing device.
Background technology
In the case where the feelings that place is limited are wished, the form work engineering of underground engineering shear wall is typically added using unilateral die body system
Gu being so just well positioned to meet the needs of engineering, without slope, the mould material of side can be saved, without using split bolt
Coagulation earth lateral pressure is born, reduces the dosage of split bolt, form work engineering cost can be reduced, while construction operation also complies with
Standard requirement.Oneself uses one side formwork reinforcement construction technology in numerous engineering projects at present.
It is inside and outside because of shear wall in one piece of shear wall corner Parallel Design on the outside of design function needs in Practical Project
Spacing is smaller between wall, and the outboard end shear wall wall for causing to be connected with inner side shear wall and outside shear wall is grown narrower.Because
Narrow end shear wall opposite is carried out without horizontal support without components such as wall columns, so narrow end shear wall single side formwork difficulty is big, especially
In the case where floor height is larger, single side formwork construction increases.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of reasonable stress, reinforcing is solid and reliable, rigidity is big, becomes
The narrow end wall list that shape is small, it is convenient to be repeatedly used in turn, install and remove, speed of application is fast, mold plate verticality can be adjusted
Collateral mould horizontal reinforcing device.
In order to solve the above-mentioned technical problem, narrow end wall single side formwork horizontal reinforcing device provided by the utility model, by water
Flat English truss system and template system two parts composition, described horizontal English truss system include inclined support bar, regulation branch
Strut, hold-down support bar, web member, regulation bearing, connecting fastening for steel pipe, steel pipe, foundation bolt and connection backing plate, described oblique branch
Strut, regulation support bar, hold-down support bar connect to form English truss with web member, and described connection backing plate is fixedly connected on described
Hold-down support bar on, described foundation bolt is connected with described connection backing plate, described regulation support bar be provided with it is multiple
Described regulation bearing, described steel pipe use described connecting fastening for steel pipe to be fixedly connected on described inclined support bar and regulation
On support bar；Described template system includes laterally main back cord, laterally vertical main back cord, time stupefied, vertical stupefied, template and lower margin
Tie system, a plurality of described vertical time stupefied to be pressed in described template, it is a plurality of it is described laterally it is time stupefied be pressed in it is a plurality of described
Vertical time it is stupefied on, a plurality of described vertical main back cord be pressed in it is described it is laterally time stupefied on, a plurality of described main back cord of transverse direction is pressed in
On described vertical main back cord, described lower margin tie system is connected between described vertical main back cord and raft plate hanging screen, institute
The regulation bearing stated correspondingly pushes down the described main back cord of transverse direction.
Described inclined support bar, regulation support bar, hold-down support bar and web member is I-steel, double flute steel or steel pipe, is passed through
Weld or be connected by screw bolts.
Described connection backing plate prepared screw-bolt hole is no less than 4, is welded on described hold-down support bar.
Described regulation bearing is using regulating bolt or using hydraulic top.
The main back cord of described transverse direction and vertical main back cord are I-steel, double flute steel or steel pipe, using electricity in reinforcing process
Weldering is interim fixed.
Described lower margin tie system is made up of lower margin pull bar, pull bar backing plate and press beam, pre-buried when pouring raft plate hanging screen
Described lower margin pull bar, described pull bar backing plate, which is arranged on described lower margin pull bar, pushes down described press beam for described in fixation
Vertical main back cord.
Described press beam is double steel pipe or double flute steel.
It is described laterally that time stupefied and vertical time stupefied is steel pipe or flitch.
Described template is plank sheathing or steel form.
Described vertical time stupefied to be connected by iron nail or self threading pin with described template；Described transverse direction time is stupefied to use iron wire
Stupefied it is connected temporarily with described vertical time.
Using the narrow end wall single side formwork horizontal reinforcing device of above-mentioned technical proposal, by horizontal English truss system and template
System two parts form, and regulation bearing is used for the perpendicularity for adjusting template, using regulating bolt, or using hydraulic top.Cut inner side
Power wall pre-embedded anchoring bolts before template is sealed, need to implement measures to ensure that screw rod the relative position error is smaller.If inside wall is smooth
Spend poor, it is necessary to using cement mortar that ground bolt near zone is levelling.Interior shear wall concrete must be in outside shear wall
Completed before concreting, and concrete strength reach 50%~70% after carry out external wall concreting, and inner side shear
Wall need to use measure to prevent the outer unstability of plane.The outside shear wall parallel with inner side shear wall is by horizontal steel tube to support or three
Angle truss single side formwork is reinforced.
This narrow end wall single side formwork horizontal reinforcing device has the advantages that:(1) bracing means reinforces supporting way
Reasonable stress, reinforcing is solid and reliable, and rigidity is big, and deformation is small；(2) bracing means can be repeatedly used in turn；(3) erecting device
Installation and dismounting are convenient, and speed of application is fast；(4) mold plate verticality can be adjusted；(5) Surface Quality of Concrete is good after being molded
It is good.
In summary, the utility model is a kind of reasonable stress, reinforces solid and reliable, rigidity greatly, deforms small, energy repeatedly week
Turn to use, installation and to remove Surface Quality of Concrete after convenient, speed of application is fast, mold plate verticality can be adjusted and be molded good
Good narrow end wall single side formwork horizontal reinforcing device.
Brief description of the drawings
Fig. 1 is top view of the present utility model.
Fig. 2 is the 1-1 profiles along Fig. 1.
Fig. 3 is hold-down support bar of the present utility model and connection backing plate structural representation.
Fig. 4 is lower margin tie system schematic diagram of the present utility model.
Embodiment
With reference to the accompanying drawings and examples, the embodiment of the utility model patent is described in further detail.
It is used to illustrate the utility model patent with embodiment, but is not limited to the scope of the utility model.
Referring to Fig. 1, Fig. 2, Fig. 3 and Fig. 4, narrow end wall single side formwork horizontal reinforcing device provided by the utility model, by water
Flat English truss system and template system two parts composition, horizontal English truss system include inclined support bar 1, regulation support bar 2,
Hold-down support bar 3, web member 4, regulation bearing 5, connecting fastening for steel pipe 6, steel pipe 7, foundation bolt 8 and connection backing plate 9, inclined support bar
1st, support bar 2, hold-down support bar 3 and the connection of web member 4 are adjusted and forms English truss, connection backing plate 9 is fixedly connected on hold-down support
On bar 3, foundation bolt 8 is connected with connection backing plate 9, and regulation support bar 2 is provided with multiple regulation bearings 5, and steel pipe 7 uses steel pipe connecting
Clasp 6 is fixedly connected on inclined support bar 1 and regulation support bar 2；Template system includes laterally main back cord 10, vertical main back cord
11st, horizontal time stupefied 12, vertical time stupefied 13, template 14 and lower margin tie system, a plurality of vertical secondary stupefied 13 are pressed in template 14, a plurality of
It is pressed in for horizontal time stupefied 12 on a plurality of vertical time stupefied 13, a plurality of vertical main back cord 11 is pressed on horizontal time stupefied 12, a plurality of main back of the body of transverse direction
Stupefied 10 are pressed on vertical main back cord 11, and lower margin tie system is connected between vertical main back cord 11 and raft plate hanging screen, adjusts bearing 5
It is corresponding to push down laterally main back cord 10.
Specifically, inclined support bar 1, regulation support bar 2, hold-down support bar 3 and web member 4 are I-steel, double flute steel or steel pipe,
By welding or being connected by screw bolts.
Specifically, the prepared screw-bolt hole of connection backing plate 9 is no less than 4, is welded on hold-down support bar 3.
Specifically, bearing 5 is adjusted using regulating bolt or using hydraulic top.
Specifically, laterally main back cord 10 and vertical main back cord 11 are I-steel, double flute steel or steel pipe, are adopted in reinforcing process
It is interim fixed with electric welding.
Specifically, lower margin tie system is made up of lower margin pull bar 15, pull bar backing plate 16 and press beam 17, is pouring raft plate hanging screen
When pre-buried lower margin pull bar 15, pull bar backing plate 16, which is arranged on lower margin pull bar 15, to be pushed down press beam 17 and is used for fixed vertically main back cord 11.
Press beam 17 is double steel pipe or double flute steel.
Specifically, horizontal time stupefied 12 and vertical time stupefied 13 is steel pipe or flitch.
Specifically, template 14 is plank sheathing or steel form.
Specifically, it is connected by iron nail or self threading pin with template 14 for vertical time stupefied 13；Laterally secondary stupefied 12 iron wire is used with erecting
It is connected temporarily to secondary stupefied 13.
Referring to Fig. 1, Fig. 2, Fig. 3 and Fig. 4, the component composition of case study on implementation application：Inclined support bar 1 is using steel I-beam, tune
Saving support bar 2 uses double flute steel, hold-down support bar 3 to use steel I-beam, regulation bearing 5 using tune using steel I-beam, web member 4
Bolt, connecting fastening for steel pipe 6 are saved using short steel pipes, steel pipe 7 using seamless steel pipe, foundation bolt 8, connection backing plate 9；The laterally main back of the body
Stupefied 10 use steel I-beam, vertical main back cord 11 to use double seamless steel pipes, vertical secondary stupefied 13 using steel I-beam, horizontal time stupefied 12
Using pine side, template 14 is buckled using plank sheathing, lower margin pull bar 15 using separate type, pull bar backing plate 16 using butterfly, press beam 17
Using double steel pipe, inner side shear wall 18, outside shear wall 19.
Perpendicular to the pre-buried lower margin pull bar 15 of hanging screen before raft board concrete is poured, it is ensured that it is horizontal, take measures to ensure silk
Head is not wrapped up by concrete.
The inner side concrete of shear wall 18 is poured using bilateral formwork, pre-embedded anchoring bolts 8 before mould is sealed, calculates foundation bolt
8 plan-position and vertical position.
After the completion of the shear force wall reinforcing steel bar colligation of outside, installation form 14, vertical time stupefied 13, laterally times stupefied 12, template 14 with it is perpendicular
Connected to secondary stupefied 13 using iron nail, fixed for vertical time stupefied 13, connected using iron wire one end vertical using iron wire with horizontal time stupefied 12
Secondary stupefied 13, one end connection foundation pit supporting construction, prevent template system flare.
The vertical main back cord 11 of installation, vertical main back cord 11, one end connection foundation pit supporting construction are connected using iron wire one end.Peace
The fixed lower margin tie system of dress.
Splice English truss device, such as Fig. 1 and Fig. 2.
The English truss assembled is fixed by connection backing plate 9 with the foundation bolt 8 being embedded in the shear wall 18 of inner side.
Vertical several parallel English trusses are connected to form entirety by connecting fastening for steel pipe 6, steel pipe 7.
The perpendicularity and flatness of template system are adjusted by adjusting bearing 5.
Claims (10)
1. a kind of narrow end wall single side formwork horizontal reinforcing device, it is characterized in that：By horizontal English truss system and template system two
Part forms, and described horizontal English truss system includes inclined support bar (1), regulation support bar (2), hold-down support bar (3), abdomen
Bar (4), regulation bearing (5), connecting fastening for steel pipe (6), steel pipe (7), foundation bolt (8) and connection backing plate (9), described oblique branch
Strut (1), regulation support bar (2), hold-down support bar (3) and web member (4) connection form English truss, described connection backing plate
(9) it is fixedly connected on described hold-down support bar (3), described foundation bolt (8) is connected with described connection backing plate (9),
Described regulation support bar (2) is provided with multiple described regulation bearings (5), and described steel pipe (7) uses described steel pipe connecting
Clasp (6) is fixedly connected on described inclined support bar (1) and regulation support bar (2)；Described template system is included laterally
Main back cord (10), laterally vertical main back cord (11), time stupefied (12), vertical time stupefied (13), template (14) and lower margin tie system are more
Vertical time stupefied (13) described in bar are pressed in described template (14), and a plurality of described laterally time stupefied (12) are pressed in a plurality of described
On vertical time stupefied (13), a plurality of described vertical main back cord (11) is pressed on described horizontal time stupefied (12), a plurality of described horizontal stroke
It is pressed in main back cord (10) on described vertical main back cord (11), described lower margin tie system is connected to the described vertical main back of the body
Between stupefied (11) and raft plate hanging screen, described regulation bearing (5) is corresponding to push down the described main back cord of transverse direction (10).
2. narrow end wall single side formwork horizontal reinforcing device according to claim 1, it is characterized in that：Described inclined support bar
(1) it is I-steel, double flute steel or steel pipe, to adjust support bar (2), hold-down support bar (3) and web member (4), by welding or using
Bolt connection.
3. narrow end wall single side formwork horizontal reinforcing device according to claim 1 or 2, it is characterized in that：Described connection gasket
Plate (9) prepared screw-bolt hole is no less than 4, is welded on described hold-down support bar (3).
4. narrow end wall single side formwork horizontal reinforcing device according to claim 1 or 2, it is characterized in that：Described regulation branch
Seat (5) is using regulating bolt or using hydraulic top.
5. narrow end wall single side formwork horizontal reinforcing device according to claim 1 or 2, it is characterized in that：Described transverse direction is main
Back cord (10) and vertical main back cord (11) are I-steel, double flute steel or steel pipe, interim fixed using electric welding in reinforcing process.
6. narrow end wall single side formwork horizontal reinforcing device according to claim 1 or 2, it is characterized in that：Described lower margin is drawn
Lever system is made up of lower margin pull bar (15), pull bar backing plate (16) and press beam (17), the pre-buried described ground when pouring raft plate hanging screen
Pin pull bar (15), described pull bar backing plate (16) are arranged on the press beam (17) described in being pushed down on described lower margin pull bar (15) and are used for
Fixed described vertical main back cord (11).
7. narrow end wall single side formwork horizontal reinforcing device according to claim 6, it is characterized in that：Described press beam (17) is
Double steel pipe or double flute steel.
8. narrow end wall single side formwork horizontal reinforcing device according to claim 1 or 2, it is characterized in that：Described is laterally secondary
Stupefied (12) and vertical time stupefied (13) are steel pipe or flitch.
9. narrow end wall single side formwork horizontal reinforcing device according to claim 1 or 2, it is characterized in that：Described template
(14) it is plank sheathing or steel form.
10. narrow end wall single side formwork horizontal reinforcing device according to claim 1 or 2, it is characterized in that：Described vertical time
Stupefied (13) are connected by iron nail or self threading pin with described template (14)；Described laterally time stupefied (12) using iron wire with it is described
Vertical time stupefied (13) are connected temporarily.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720321360.0U CN206722404U (en) | 2017-03-30 | 2017-03-30 | A kind of narrow end wall single side formwork horizontal reinforcing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720321360.0U CN206722404U (en) | 2017-03-30 | 2017-03-30 | A kind of narrow end wall single side formwork horizontal reinforcing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206722404U true CN206722404U (en) | 2017-12-08 |
Family
ID=60503804
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720321360.0U Expired - Fee Related CN206722404U (en) | 2017-03-30 | 2017-03-30 | A kind of narrow end wall single side formwork horizontal reinforcing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206722404U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107974959A (en) * | 2017-12-14 | 2018-05-01 | 朱铁凝 | A kind of road traffic entirety steel truss formula high and big die plate |
| CN108589767A (en) * | 2018-07-05 | 2018-09-28 | 上海市机械施工集团有限公司 | A kind of turnbuckle single side formwork erection tiltedly throws support arrangement and its construction method |
| CN109208890A (en) * | 2018-10-30 | 2019-01-15 | 庆益石家庄建材租赁有限公司 | Truss and truss aluminium alloy tunnel form for aluminum alloy mould plate |
| CN110043023A (en) * | 2019-04-30 | 2019-07-23 | 中建八局第三建设有限公司 | A kind of bidirectional hydraulic for unilateral formwork frame body is from servo support device |
| CN112112424A (en) * | 2020-10-14 | 2020-12-22 | 中国核工业二四建设有限公司 | Construction method of stainless steel water tank cladding forming die |
| CN113027118A (en) * | 2021-03-01 | 2021-06-25 | 中建二局第三建筑工程有限公司 | Can have enough to meet need and loose unilateral formwork steel support of piece together formula |
| CN116084695A (en) * | 2023-04-11 | 2023-05-09 | 北京城建集团有限责任公司 | Adjustable haunched outer wall unilateral formwork supporting system and installation method |
| CN116201361A (en) * | 2023-02-01 | 2023-06-02 | 百盛联合集团有限公司 | Integrated cast-in-situ formwork structure and construction method of continuous wall formwork |
-
2017
- 2017-03-30 CN CN201720321360.0U patent/CN206722404U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107974959A (en) * | 2017-12-14 | 2018-05-01 | 朱铁凝 | A kind of road traffic entirety steel truss formula high and big die plate |
| CN108589767A (en) * | 2018-07-05 | 2018-09-28 | 上海市机械施工集团有限公司 | A kind of turnbuckle single side formwork erection tiltedly throws support arrangement and its construction method |
| CN108589767B (en) * | 2018-07-05 | 2024-05-17 | 上海市机械施工集团有限公司 | Turnbuckle single-sided vertical die inclined throwing and supporting device and construction method thereof |
| CN109208890A (en) * | 2018-10-30 | 2019-01-15 | 庆益石家庄建材租赁有限公司 | Truss and truss aluminium alloy tunnel form for aluminum alloy mould plate |
| CN110043023A (en) * | 2019-04-30 | 2019-07-23 | 中建八局第三建设有限公司 | A kind of bidirectional hydraulic for unilateral formwork frame body is from servo support device |
| CN112112424A (en) * | 2020-10-14 | 2020-12-22 | 中国核工业二四建设有限公司 | Construction method of stainless steel water tank cladding forming die |
| CN113027118A (en) * | 2021-03-01 | 2021-06-25 | 中建二局第三建筑工程有限公司 | Can have enough to meet need and loose unilateral formwork steel support of piece together formula |
| CN113027118B (en) * | 2021-03-01 | 2021-12-14 | 中建二局第三建筑工程有限公司 | Can have enough to meet need and loose unilateral formwork steel support of piece together formula |
| CN116201361A (en) * | 2023-02-01 | 2023-06-02 | 百盛联合集团有限公司 | Integrated cast-in-situ formwork structure and construction method of continuous wall formwork |
| CN116084695A (en) * | 2023-04-11 | 2023-05-09 | 北京城建集团有限责任公司 | Adjustable haunched outer wall unilateral formwork supporting system and installation method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206722404U (en) | A kind of narrow end wall single side formwork horizontal reinforcing device | |
| CN201554121U (en) | Connection joint of inner sleeve squared rectangular steel pipe column and H-shaped steel beam | |
| CN104196055B (en) | Outer wall of basement lower die board construction method | |
| CN205531311U (en) | Shear force wall end mould board reinforcing apparatus | |
| CN208023710U (en) | A kind of connection structure of assembly concrete shear wall | |
| CN107859058A (en) | A kind of cast-in-place concrete retaining wall anti-incline anti-floating large steel moulding plate device and installation method | |
| CN210713827U (en) | Internal and external corner template reinforcing device | |
| CN108951840A (en) | Based on setting bracket single side formwork basement arc external wall construction method | |
| CN102518300A (en) | Embedded conical bearing joint type steel structural support and construction method thereof | |
| CN206233579U (en) | A kind of shear wall formwork is to drawing connector and its formwork reinforcement structure | |
| CN209145280U (en) | A kind of beam form board supporting structure | |
| CN110645022A (en) | Self-anchored formwork support system for connecting channel and construction method | |
| CN204343319U (en) | Cableway pipe patten pre-embedded anchoring bolts jig | |
| CN207700669U (en) | A kind of bracing means of builder's jack and laminated floor slab | |
| CN207878262U (en) | A kind of high pier shaft binder concrete construction strutting system | |
| CN213682129U (en) | Deep foundation pit unilateral die carrier | |
| CN204960300U (en) | Steel bar truss template of steel bar truss floor and on --spot ligature floor | |
| CN208184230U (en) | Self-stabilising combined triangular frame single side formwork system | |
| CN204173804U (en) | A kind of inside-climbing tower crane of structural beams bearing-type is installed and climbing structure | |
| CN103243731B (en) | Mould supporting method for trapezoid cross section base of shear wall | |
| CN113685018B (en) | Column wall mold structure and mounting process | |
| CN106567538B (en) | A kind of positioning mold of toilet concrete flanging | |
| CN204899217U (en) | Concrete is vertical to meet template bracket reinforcing apparatus that batch position pour | |
| CN109972537B (en) | Construction method of composite reinforced structure of double-arch bridge | |
| CN113445739A (en) | Adjustable unilateral template supporting device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171208 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |