CN204960300U - Steel bar truss template of steel bar truss floor and on --spot ligature floor - Google Patents
Steel bar truss template of steel bar truss floor and on --spot ligature floor Download PDFInfo
- Publication number
- CN204960300U CN204960300U CN201520615116.6U CN201520615116U CN204960300U CN 204960300 U CN204960300 U CN 204960300U CN 201520615116 U CN201520615116 U CN 201520615116U CN 204960300 U CN204960300 U CN 204960300U
- Authority
- CN
- China
- Prior art keywords
- steel
- floor
- bar truss
- steel bar
- girder
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 172
- 239000010959 steel Substances 0.000 title claims abstract description 172
- 239000004567 concrete Substances 0.000 claims abstract description 54
- 238000010276 construction Methods 0.000 claims abstract description 20
- 230000003014 reinforcing effect Effects 0.000 claims description 40
- 230000002787 reinforcement Effects 0.000 claims description 32
- 210000003205 muscle Anatomy 0.000 claims description 13
- 210000001015 abdomen Anatomy 0.000 claims description 12
- 239000000463 material Substances 0.000 abstract description 4
- 238000011065 in-situ storage Methods 0.000 description 9
- 238000010586 diagram Methods 0.000 description 8
- 239000011150 reinforced concrete Substances 0.000 description 4
- 238000009416 shuttering Methods 0.000 description 4
- 239000011372 high-strength concrete Substances 0.000 description 3
- 238000009408 flooring Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model provides a steel bar truss template engineering, including floor steel bar truss floor, girder steel and concrete of the steel bar truss floor floor steel bar truss floor below is equipped with detachable and supports steel bar truss, is connected with between the adjacent support steel bar truss the girder steel, but the lower flange of girder steel and support steel bar truss between be equipped with a plurality of U -shaped height -adjusting support frames, but the side's of being connected with pipe on the height -adjusting support frame, fang guanyu supports steel bar truss and offsets, last part of floor by the bracing truss floor directly lay and form. The utility model discloses utilize material of construction, need not extra template, wide applicability can be used to concrete structure's beam slab, post, the template of wall and the floor of steel construction, when specifically being under construction, but fixed through adjusting screw, the construction preparation is convenient, set up effective support on the truss, it is reliable to pass power, there is not unnecessary material, green, economic performance is superior.
Description
Technical field
The utility model belongs to structural engineering technical field of construction, particularly job site reinforcement bar truss mould plate.
Background technology
Concrete is used in a large number in conventional multi-rise building, as the floor of steel work, the beam slab of concrete structure, shear wall, post.Concrete upon hardening mobility is very strong, needs special template in construction.But form work engineering nearly all is at present all independent of outside agent structure material, usually needs to adopt timber in a large number, not environmentally, unsustainable development.
Utility model content
In order to overcome the deficiencies in the prior art, the utility model provides a kind of reinforcement bar truss mould plate, and the steel bar girder utilizing agent structure itself to need is to do form work engineering, and cost is low, manufacture craft is simple, easy construction, without waste of material.
The utility model solves the technical scheme that its technical problem adopts:
A kind of reinforcement bar truss mould plate of steel bar truss floor, include floor steel bar truss floor, girder steel and concrete, dismountable bearing bar truss is provided with below described floor steel bar truss floor, described girder steel is connected with between adjacent supports steel bar girder, some U-shaped adjustable-height bracing frames are provided with between the bottom flange of girder steel and bearing bar truss, described adjustable-height bracing frame is connected with square tube, and described square tube and bearing bar truss offset; Floor last part is directly laid by described sub-truss floor and is formed.
Described floor steel bar truss floor is without bed die steel bar girder, to be welded combine by wind up reinforcing bar and two lower edge reinforcing bars by middle snakelike abdomen muscle; Described girder steel is H-shaped steel or I-steel; Described concrete is cast-in-place ordinary concrete or light weight concrete construction; Described bearing bar truss is the steel bar truss floor of band bed die, and bed die is 1mm steel plate; Described U-shaped adjustable-height bracing frame is welded to form by the round steel with jacking sleeve.
Temporary support is provided with below described bearing bar truss.
A kind of reinforcement bar truss mould plate of on-the-spot colligation floor, include floor steel bar, girder steel, concrete, described floor steel bar is on-the-spot colligation floor steel bar, is provided with dismountable bearing bar truss below described floor steel bar, described girder steel is connected with between adjacent supports steel bar girder, be provided with some U-shaped adjustable-height bracing frames between the bottom flange of girder steel and bearing bar truss, described adjustable-height bracing frame is connected with square tube, described square tube and bearing bar truss offset; Floor last part is directly laid by bearing bar truss and is formed.
Described girder steel is H-shaped steel or I-steel; Described concrete is cast-in-place ordinary concrete or light weight concrete construction; Described bearing bar truss is the steel bar girder of band bed die, and steel bar girder to be welded by middle snakelike abdomen muscle by wind up reinforcing bar and two lower edge reinforcing bars and combines, and bed die is 1mm steel plate; Described U-shaped adjustable-height bracing frame is welded to form by the round steel with jacking sleeve.
Temporary support is provided with below described bearing bar truss.
The reinforcement bar truss mould plate of a kind of cast in situ ferroconcrete wall body, post, include reinforcing bar in wall column, concrete and dismountable steel bar girder, in described wall column, reinforcing bar is fixed by angle steel and steel bar girder with to wearing bolt, described steel bar girder is the steel bar girder of band bed die, steel bar girder to be welded by middle snakelike abdomen muscle by wind up reinforcing bar and two lower edge reinforcing bars and combines, and bed die is 1mm steel plate; Described concrete is cast-in-place ordinary concrete or high-strength concrete; In described wall column, reinforcing bar is on-the-spot assembling reinforcement in wall column.
A kind of reinforcement bar truss mould plate of cast-in-situ reinforced concrete column, include reinforcing bar, concrete and dismountable steel bar girder, described reinforcing bar is on-the-spot assembling reinforcement in wall column, fixed by angle steel and steel bar girder with to wearing bolt, described steel bar girder 1 is the steel bar girder of band bed die, and steel bar girder to be welded by middle snakelike abdomen muscle by wind up reinforcing bar and two lower edge reinforcing bars and combines, and bed die is 1mm steel plate, steel bar girder is positioned at the outside of concrete column, fixes respectively in earth pillar both sides.
A kind of reinforcement bar truss mould plate of cast in situ reinforced concrete beam and floor, include reinforcing bar, concrete and dismountable steel bar girder, described reinforcing bar is the T steel muscle of on-the-spot colligation in wall column, described steel bar girder includes the first steel bar girder and the second steel bar girder, described first steel bar girder supports floor, second steel bar girder brace summer, described first steel bar girder and the second steel bar girder are the steel bar girder of band bed die, to be welded by middle snakelike abdomen muscle by wind up reinforcing bar and two lower edge reinforcing bars and combine, bed die is 1mm steel plate; Described angle steel is U-shaped support; Described concrete is cast-in-place ordinary concrete or light weight concrete construction.
The beneficial effects of the utility model are mainly manifested in: 1, utilize structural meterials, without the need to extra template; 2, widely applicable, can be used for the beam slab of concrete structure, post, the template of wall and the floor of steel work; 3, during Specific construction, fixed by adjustable screw, construct easy to make; 4, truss is arranged effective bearing, power transmission is reliable; 5, excess stock is not had, environmental protection; 6, economic performance is superior.
Accompanying drawing explanation
Fig. 1 is the reinforcement bar truss mould plate schematic diagram of the steel bar truss floor of embodiment one;
Fig. 2 is the reinforcement bar truss mould plate schematic diagram of the steel bar truss floor being provided with temporary support;
Fig. 3 is the A-A sectional drawing of Fig. 1;
Fig. 4 is the B-B sectional drawing of Fig. 1;
Fig. 5 is U-shaped adjustable-height bracing frame schematic diagram;
Fig. 6 is that bearing bar truss finally uses schematic diagram;
Fig. 7 is the reinforcement bar truss mould plate schematic diagram of the on-the-spot colligation floor of embodiment two;
Fig. 8 is the reinforcement bar truss mould plate schematic diagram of the on-the-spot colligation floor being provided with temporary support;
Fig. 9 is the C-C sectional drawing of Fig. 7;
Figure 10 is the in-situ concrete wall of embodiment three, the reinforcement bar truss mould plate schematic diagram of post;
Figure 11 is the D-D sectional drawing of Figure 10;
Figure 12 is the E-E sectional drawing of Figure 10;
Figure 13 is the reinforcement bar truss mould plate schematic diagram of the cast-in-situ concrete columns of embodiment four;
Figure 14 is the reinforcement bar truss mould plate figure of the cast-in-situ concrete beam slab of embodiment five;
Detailed description of the invention
Be further described the utility model below in conjunction with accompanying drawing, the present embodiment is implemented under premised on technical solutions of the utility model, but protection domain of the present utility model is not limited to following embodiment.
Embodiment one:
As Figure 1-5, a kind of reinforcement bar truss mould plate of steel bar truss floor, includes floor steel bar truss floor 1, girder steel 2, concrete 3, bearing bar truss 4, square tube 5, U-shaped adjustable-height bracing frame 6.Described floor steel bar truss floor 1 is without bed die steel bar girder, to be welded combine by wind up reinforcing bar and two lower edge reinforcing bars by middle snakelike abdomen muscle; Described girder steel 2 is Re Zha or welded H shape steel, hot mutual aid system devised for poor peasants Zee bar steel Z; Described concrete 3 is cast-in-place ordinary concrete or light weight concrete construction; Described bearing bar truss 4 is the steel bar truss floor 1 of band bed die, and bed die is 1mm steel plate; Described U-shaped adjustable-height bracing frame shape adjustable-height bracing frame 6 is that the round steel of band jacking sleeve is welded to form.
Bearing bar truss 4 is upper floor construction stage main support shuttering, and steel bar truss floor 1, concrete 3 are all born by sub-truss floor 4 at construction stage load.Sub-truss 4 load passes to end support saddle, and end support saddle passes to square tube 5 again, and square tube 5 finally passes to girder steel 2 bottom flange by U-shaped frame 6 again.
When sub-truss floor 4 is not enough to support flooring working load, can consider to increase temporary support at span centre, as shown in Figure 2.
Floor last part is directly laid, as Fig. 6 by bearing bar truss floor.
Embodiment two:
As Figure 7-9, a kind of reinforcement bar truss mould plate of on-the-spot colligation floor, comprises floor steel bar 1, girder steel 2, concrete 3, bearing bar truss 4, square tube 5, U-shaped adjustable-height bracing frame 6.Described floor steel bar 1 is on-the-spot colligation floor steel bar; Described girder steel 2 is Re Zha or welded H shape steel, hot mutual aid system devised for poor peasants Zee bar steel Z; Described concrete 3 is cast-in-place ordinary concrete or light weight concrete construction; Described bearing bar truss 4 is the steel bar girder of band bed die, and steel bar girder to be welded by middle snakelike abdomen muscle by wind up reinforcing bar and two lower edge reinforcing bars and combines, and bed die is 1mm steel plate; Described U-shaped adjustable-height bracing frame 6 is that the round steel of band jacking sleeve is welded to form.
Bearing bar truss 4 is upper floor construction stage main support shuttering, and on-the-spot assembling reinforcement 1, concrete 3 are all born by sub-truss floor 4 at construction stage load.Sub-truss 4 load passes to end support saddle, and end support saddle passes to square tube 5 again, and square tube 5 finally passes to girder steel 2 bottom flange by U-shaped frame 6 again.
When bearing bar truss floor 4 is not enough to support flooring working load, can consider to increase temporary support at span centre, as shown in Figure 8.
Floor last part is directly laid, as Fig. 6 by bearing bar truss.
Embodiment three:
As shown in figs. 10-12, the reinforcement bar truss mould plate of a kind of cast in situ ferroconcrete wall body, post, bag steel bar girder 1, angle steel 2, to wearing bolt 3, concrete 4, reinforcing bar 5.Described steel bar girder 1 is the steel bar girder of band bed die, and steel bar girder to be welded by middle snakelike abdomen muscle by wind up reinforcing bar and two lower edge reinforcing bars and combines, and bed die is 1mm steel plate; Described concrete 4 is cast-in-place ordinary concrete or high-strength concrete; Described reinforcing bar 5 is on-the-spot assembling reinforcement in wall column.
Before concreting, in wall column, reinforcing bar 5 first on-the-spot colligation is complete, then fixes main support shuttering steel bar girder 1 outside body of wall, post, is the pressure produced when controlling concreting, is fixed by angle steel 2 and steel bar girder 1 with to wearing bolt 3.
Embodiment four:
As shown in figure 13, a kind of reinforcement bar truss mould plate of cast-in-situ reinforced concrete column, bag steel bar girder 1, angle steel 2, to wearing bolt 3, concrete 4, reinforcing bar 5.Described steel bar girder 1 is the steel bar girder of band bed die, and steel bar girder to be welded by middle snakelike abdomen muscle by wind up reinforcing bar and two lower edge reinforcing bars and combines, and bed die is 1mm steel plate; Described concrete 4 is cast-in-place ordinary concrete or high-strength concrete; Described reinforcing bar 5 is on-the-spot assembling reinforcement in wall column.
In concreting front pillar, reinforcing bar 5 first on-the-spot colligation is complete, bends main support shuttering steel bar girder 1 outside post, then fixes steel bar girder 1 with to wearing bolt 3 by angle steel 2, fix respectively in body of wall both sides.
Embodiment five:
As shown in figure 14, a kind of reinforcement bar truss mould plate of cast in situ reinforced concrete beam and floor, bag steel bar girder, angle steel, to wearing bolt 3, concrete 4, reinforcing bar 5.Described steel bar girder includes the first steel bar girder 1 and the second steel bar girder 1a, described first steel bar girder 1 and the second steel bar girder 1a are the steel bar girder of band bed die, steel bar girder to be welded by middle snakelike abdomen muscle by wind up reinforcing bar and two lower edge reinforcing bars and combines, and bed die is 1mm steel plate; Described concrete is cast-in-place ordinary concrete or light weight concrete construction; Described reinforcing bar is on-the-spot assembling reinforcement in wall column.
Before concreting, in beam slab, reinforcing bar 5 first on-the-spot colligation is complete, and the first steel bar girder 1 supports floor, the second steel bar girder 1a brace summer, and on the plate that the first steel bar girder 1 bears, load is passed to by end angle steel and made U-shaped support angle steel 2.U-shaped support angle steel 2 simultaneously also the second steel bar girder 1a on clamped beam.Need below U-shaped support angle steel 2 to arrange support to bear load on all beam slabs.
Claims (6)
1. the reinforcement bar truss mould plate of a steel bar truss floor, include floor steel bar truss floor, girder steel and concrete, it is characterized in that: below described floor steel bar truss floor, be provided with dismountable bearing bar truss, described girder steel is connected with between adjacent supports steel bar girder, some U-shaped adjustable-height bracing frames are provided with between the bottom flange of girder steel and bearing bar truss, described adjustable-height bracing frame is connected with square tube, and described square tube and bearing bar truss offset; Floor last part is directly laid by described bearing bar truss and is formed.
2. the reinforcement bar truss mould plate of steel bar truss floor as claimed in claim 1, is characterized in that: described floor steel bar truss floor for without bed die steel bar girder, to be welded by middle snakelike abdomen muscle by wind up reinforcing bar and two lower edge reinforcing bars and combines; Described girder steel is H-shaped steel or I-steel; Described concrete is cast-in-place ordinary concrete or light weight concrete construction; Described bearing bar truss is the steel bar truss floor of band bed die, and bed die is 1mm steel plate; Described U-shaped adjustable-height bracing frame is welded to form by the round steel with jacking sleeve.
3. the reinforcement bar truss mould plate of steel bar truss floor as claimed in claim 2, is characterized in that: be provided with temporary support below described sub-truss floor.
4. the reinforcement bar truss mould plate of an on-the-spot colligation floor, include floor steel bar, girder steel, concrete, is characterized in that: described floor steel bar is on-the-spot colligation floor steel bar, is provided with dismountable bearing bar truss below described floor steel bar, described girder steel is connected with between adjacent supports steel bar girder, be provided with some U-shaped adjustable-height bracing frames between the bottom flange of girder steel and bearing bar truss, described adjustable-height bracing frame is connected with square tube, described square tube and bearing bar truss offset; Floor last part is directly laid by sub-truss floor and is formed.
5. the reinforcement bar truss mould plate of steel bar truss floor as claimed in claim 4, is characterized in that: described girder steel is H-shaped steel or I-steel; Described concrete is cast-in-place ordinary concrete or light weight concrete construction; Described bearing bar truss is the steel bar girder of band bed die, and steel bar girder to be welded by middle snakelike abdomen muscle by wind up reinforcing bar and two lower edge reinforcing bars and combines, and bed die is 1mm steel plate; Described U-shaped adjustable-height bracing frame is welded to form by the round steel with jacking sleeve.
6. the reinforcement bar truss mould plate of steel bar truss floor as claimed in claim 4, is characterized in that: be provided with temporary support below described bearing bar truss.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520615116.6U CN204960300U (en) | 2015-08-14 | 2015-08-14 | Steel bar truss template of steel bar truss floor and on --spot ligature floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520615116.6U CN204960300U (en) | 2015-08-14 | 2015-08-14 | Steel bar truss template of steel bar truss floor and on --spot ligature floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204960300U true CN204960300U (en) | 2016-01-13 |
Family
ID=55055374
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520615116.6U Active CN204960300U (en) | 2015-08-14 | 2015-08-14 | Steel bar truss template of steel bar truss floor and on --spot ligature floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204960300U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105839914A (en) * | 2016-06-01 | 2016-08-10 | 成都建筑工程集团总公司 | Adjustable steel beam supporting device and adjustable steel beam supporting system |
| CN110258881A (en) * | 2019-07-18 | 2019-09-20 | 深圳市海龙钢结构材料有限公司 | A kind of novel composite floor mounting device and its installation method |
| CN113684958A (en) * | 2021-09-01 | 2021-11-23 | 广州市恒盛建设工程有限公司 | Construction method for assembling steel bar truss composite floor slab of reinforced concrete frame structure |
-
2015
- 2015-08-14 CN CN201520615116.6U patent/CN204960300U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105839914A (en) * | 2016-06-01 | 2016-08-10 | 成都建筑工程集团总公司 | Adjustable steel beam supporting device and adjustable steel beam supporting system |
| CN105839914B (en) * | 2016-06-01 | 2018-03-20 | 成都建筑工程集团总公司 | Adjustable steel beam support meanss and system |
| CN110258881A (en) * | 2019-07-18 | 2019-09-20 | 深圳市海龙钢结构材料有限公司 | A kind of novel composite floor mounting device and its installation method |
| CN113684958A (en) * | 2021-09-01 | 2021-11-23 | 广州市恒盛建设工程有限公司 | Construction method for assembling steel bar truss composite floor slab of reinforced concrete frame structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203452204U (en) | Connecting node of prefabricated hollow steel-reinforced concrete column and steel girder | |
| CN104480922B (en) | Space truss formwork system and construction method thereof | |
| CN101029502A (en) | Built-in steel-case or H-shaped concrete assembled beam frame of angle steel concrete pile | |
| CN106437145A (en) | Beam side form strengthening system with no tie bolts | |
| CN210857510U (en) | Beam tenon-and-mortise joint unit and connector of beam tenon-and-mortise joint unit and profile steel concrete beam | |
| CN204960300U (en) | Steel bar truss template of steel bar truss floor and on --spot ligature floor | |
| CN203201140U (en) | Beam slab support | |
| CN108086535B (en) | A kind of assembled square steel tube steel plate concrete combined shear wall | |
| CN106978909A (en) | A kind of method that beams of concrete is connected with profile steel concrete column joint reinforcing bar | |
| CN103122691A (en) | Tower crane standard knot bearing upper air supporting formwork steel platform structure and construction method | |
| CN102505849B (en) | Construction method of membrane shell ribbed floor formwork supporting system | |
| CN206428805U (en) | A kind of concrete prefabricated balcony of assembled steel | |
| CN207944630U (en) | A kind of detached column | |
| CN203034799U (en) | Tower hoist standard knot bearing overhead support formwork steel platform structure | |
| CN211850272U (en) | Assembled superimposed sheet bearing structure | |
| CN107700840A (en) | Formwork structure | |
| CN204728549U (en) | A kind of lightweight composite floor | |
| CN103397778A (en) | Method for constructing high-rise commercial and residential building structure transfer floor | |
| CN202596161U (en) | Combined formwork device of HR heavy type gantry and reinforced concrete temporary structural column | |
| CN207244633U (en) | Brick retaining wall steel bar girder hardened system on foundation pit enclosure top beam | |
| CN215519967U (en) | Bathroom superelevation anti-bank secondary structure template reinforcing apparatus | |
| CN214995990U (en) | Steel reinforced concrete independent beam template tool type supporting assembly | |
| CN212927241U (en) | Steel pipe concrete column-H steel beam-support-Pi-shaped combined corner column middle node | |
| CN102691409A (en) | HR (height regulation) heavy portal frame and temporary reinforced concrete column jointed formwork erecting device and construction method | |
| CN211006352U (en) | Pier stud template reinforced structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180209 Address after: Hangzhou City, Zhejiang province 310001 Shangcheng District Sha Road No. 116 Patentee after: Architectural & Civil Engineering Design Institute Co., Ltd. Hangzhou China Address before: Hangzhou City, Zhejiang province 310001 Phoenix Road No. 207 block B No. 1 and five Zhonghao Building 9 floor Patentee before: Zeng Shanghong |