CN205604720U - Adjustable gang form of movement joint - Google Patents
Adjustable gang form of movement joint Download PDFInfo
- Publication number
- CN205604720U CN205604720U CN201620392336.1U CN201620392336U CN205604720U CN 205604720 U CN205604720 U CN 205604720U CN 201620392336 U CN201620392336 U CN 201620392336U CN 205604720 U CN205604720 U CN 205604720U
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- support frame
- bracing frame
- section steel
- upper support
- screw rod
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Abstract
The utility model provides an adjustable gang form of movement joint, includes adjustable strutting arrangement, template system, the template system includes plank sheathing, back of the body frame channel -section steel, angle steel, and back of the body frame channel -section steel connects into the frame framework with the angle steel, and the plank sheathing is connected with the riveting of back of the body frame channel -section steel. Adjustable strutting arrangement includes upper bracket, undersetting, top support frame, bottom suspension strut. Upper bracket and top support frame one end swing joint, undersetting and bottom suspension strut one end swing joint. Be connected through screw cap between the top support frame other end and the bottom suspension strut other end, screw rod and screw cap screw -thread fit are fixed with the rocking handle on the screw rod, upper bracket, undersetting and back of the body frame channel -section steel fixed connection, through the slip of rocking handle adjusting screw, drive top support frame, bottom suspension strut carry out extended and retracted. The utility model discloses not only can have enough to meet the need the use under the prerequisite of guaranteeing structure safety, save material installs and removes the convenience in addition many times, and the reduction of erection time in addition, can once be built with the layer to the cost of using manpower sparingly.
Description
Technical field
This utility model one movement joint scalable gang form, relates to architectural engineering concreting deformation joint construction neck
Territory.
Background technology
Along with social development, the raising of the level of urbanization, construction land in short supply, building gradually extends to high level, framework
Its flexible layout of shear wall structure formal cause, bearing capacity are strong and are used in a large number.For shear wall structure, part movement joint both sides
When being shear wall, after side shear wall concreting completes, the construction of the shear wall exterior sheathing of opposite side is a difficult point.
Especially for both sides shear wall length the biggest time, installing and removing and bring certain difficulty to template.Conventional formwork side
There is disposable material consumption in method construction, and fixes displacement deformation difficult, easy, and wall section size, protective layer thickness
Wayward；Use high-density polystyrene foam plastics as movement joint template in operation styrofoam foam bits
It is difficult to clear up, pours into and easily cause hidden danger of quality, affect structural safety.
Summary of the invention
For solving above-mentioned technical problem, this utility model provides a kind of movement joint scalable gang form, is ensureing structure
On the premise of safety, it is possible not only to repeatedly have enough to meet the need use, save material；And be convenient to mount and dismount, save human cost；The most permissible
With layer one-time-concreting, reduction of erection time.
This utility model be the technical scheme is that
A kind of movement joint scalable gang form, including adjustable supporting device, template system, described template system includes
Plank sheathing, backrest channel-section steel, angle steel, backrest channel-section steel becomes framework architecture, plank sheathing and backrest channel-section steel riveting with Bolted angle connection.
Described adjustable supporting device includes upper bracket, undersetting, upper support frame, lower bracing frame；
Upper bracket is flexibly connected with upper support frame one end；Undersetting is flexibly connected with lower bracing frame one end；
It is connected by thread cap between the upper support frame other end with the lower bracing frame other end；
Screw rod and thread cap threaded engagement, screw rod is fixed with rocking handle；
Upper bracket, undersetting are fixing with backrest channel-section steel to be connected；
Slided by rocking handle adjusting screw rod, drive upper support frame, lower bracing frame to carry out expanding and shrinking.
Described rocking handle is that φ 12 round steel processing and fabricating forms, and end polishes smooth, and rocking handle is welded and fixed with screw rod end, main
Handle is operated as screw rod regulation.
Described screw rod is that φ 18 round steel processing and fabricating forms, whole car silks in length range, mainly as upper support frame, under
Bracing frame expansion and contraction walking track.
Described upper support frame, lower bracing frame are that δ=5mm thickness metal foil processing and fabricating forms, upper support frame, lower bracing frame
V-shaped；
One end on the left of bracing frame, one end, right side are connected with bearing by articulated manner, and the other end on the left of bracing frame, right side are another
It is fixing that one end uses thread cap to connect.
Described bearing is δ=5mm thickness metal foil processing and fabricating, is bent inwardly to U-shaped, side and upper support frame, lower support
Frame is hinged, and opposite side welds with backrest channel-section steel.
In described template system, plank sheathing is δ=15mm bamboo slab rubber, and the housing of template system is the angle steel welding of ∠ 50 × 5
Form.
This utility model one movement joint scalable gang form, is possible not only to repeatedly on the premise of ensureing structural safety
Turnover uses, and saves material, and is convenient to mount and dismount, and saves human cost, furthermore it is possible to layer one-time-concreting, reduction of erection time.
Accompanying drawing explanation
Fig. 1 is the structural representation of this utility model movement joint scalable gang form.
Fig. 2 is the structural representation of adjustable supporting device of the present utility model.
Fig. 3 is template system drawing of the present utility model.
Detailed description of the invention
As shown in Fig. 1 ~ Fig. 3, a kind of movement joint scalable gang form, including adjustable supporting device 1, template system 2,
Described template system 2 includes that plank sheathing 9, backrest channel-section steel 8, angle steel 7, backrest channel-section steel 8 and angle steel 7 connect into framework architecture, wooden model
Plate 9 and backrest channel-section steel 8 riveting；
Described adjustable supporting device 1 includes upper bracket 4, undersetting 4 ', upper support frame 6, lower bracing frame 6 '；
Upper bracket 4 is flexibly connected with upper support frame 6 one end；
Undersetting 4 ' is flexibly connected with lower bracing frame 6 ' one end；
It is connected by thread cap between upper support frame 6 other end with the lower bracing frame 6 ' other end；
Screw rod 5 and thread cap threaded engagement, screw rod 5 is fixed with rocking handle 3；
Upper bracket 4, undersetting 4 ' are fixing with backrest channel-section steel 8 to be connected；
Slided by rocking handle 3 adjusting screw rod 5, drive upper support frame 6, lower bracing frame 6 ' to carry out expanding and shrinking.
Described rocking handle 3 forms for φ 12 round steel processing and fabricating, and end polishes smooth, and rocking handle 3 welds solid with screw rod 5 end
Fixed, mainly as screw rod 5 regulation operation handle.
Described screw rod 5 forms for φ 18 round steel processing and fabricating, whole car silks in length range, mainly as upper support frame 6,
Lower bracing frame 6 ' is expanded and is shunk with walking track.
Described upper support frame 6, lower bracing frame 6 ' are that δ=5mm thickness metal foil processing and fabricating forms, upper support frame 6, lower
Support 6 ' is V-shaped.
One end on the left of bracing frame, one end, right side are connected with bearing by articulated manner, and the other end on the left of bracing frame, right side are another
It is fixing that one end uses thread cap to connect.
Described bearing 4 is δ=5mm thickness metal foil processing and fabricating, is bent inwardly to U-shaped, side and upper support frame 6, lower
Support 6 ' is hinged, and opposite side welds with backrest channel-section steel 8.
In described template system 2, plank sheathing 9 is δ=15mm bamboo slab rubber, and the housing of template system 2 is the angle steel 7 of ∠ 50 × 5
It is welded.
Enforcement step:
1), scalable movement joint gang form formwork time, first make one or more sets backrests according to the size of movement joint.
Lay plank sheathing 9 in the front of backrest, plank sheathing 9 rivets with backrest channel-section steel 8.In backrest channel-section steel 8 with in adjustable supporting device 1
Bearing 4 connects.
2), according to construction needs, the olo (upper support frame 6, lower bracing frame 6 ' overlap and tighten up state) of two pieces of templates sets
Being set to 13cm, the adjustable extent of adjustable supporting device 1 is set as 5-30cm.Assemble rear entirety and be positioned over movement joint position
Put.Its fixed form equally utilizes with tradition mold method and fixes wire drawing bar.During spacing regulation, rotation crank 3, upper support frame
6, lower bracing frame 6 ' expands outwardly, and drives the backrest template on both sides to expand outwardly until arriving design to require distance.
3), form removal time, rotate backward rocking handle 3, upper support frame 6, lower bracing frame 6 ', to contract, utilize this principle convenient vertical
Mould and form removal.
Claims (6)
1. a movement joint scalable gang form, including adjustable supporting device (1), template system (2), it is characterised in that
Described template system (2) includes plank sheathing (9), backrest channel-section steel (8), angle steel (7), and backrest channel-section steel (8) is connected with angle steel (7)
Become framework architecture, plank sheathing (9) and backrest channel-section steel (8) riveting；Described adjustable supporting device (1) include upper bracket (4),
Undersetting (4 '), upper support frame (6), lower bracing frame (6 ')；Upper bracket (4) is flexibly connected with upper support frame (6) one end；Undersetting
(4 ') are flexibly connected with lower bracing frame (6 ') one end；Lead between upper support frame (6) other end and lower bracing frame (the 6 ') other end
Cross thread cap to connect；Screw rod (5) and thread cap threaded engagement, screw rod (5) is fixed with rocking handle (3)；Upper bracket (4), undersetting
(4 ') are fixing with backrest channel-section steel (8) to be connected；Slided by rocking handle (3) adjusting screw rod (5), drive upper support frame (6), lower bracing frame
(6 ') carry out expanding and shrinking.
A kind of movement joint scalable gang form, it is characterised in that described rocking handle (3) is round steel
Processing and fabricating forms, and end polishes smooth, and rocking handle (3) is welded and fixed with screw rod (5) end.
A kind of movement joint scalable gang form, it is characterised in that described screw rod (5) is round steel
Processing and fabricating forms, whole car silks in length range.
A kind of movement joint scalable gang form, it is characterised in that described upper support frame (6), under
Bracing frame (6 ') forms for thick metal foil processing and fabricating, and upper support frame (6), lower bracing frame (6) ' are V-shaped；On the left of bracing frame one
End, one end, right side are connected with bearing by articulated manner, and on the left of bracing frame, the other end, the right side other end use thread cap to connect admittedly
Fixed.
A kind of movement joint scalable gang form, it is characterised in that described bearing (4) is thick gold
Belonging to steel plate processing and fabricating, be bent inwardly to U-shaped, side and upper support frame (6), lower bracing frame (6 ') are hinged, opposite side and backrest
Channel-section steel (8) welds.
A kind of movement joint scalable gang form, it is characterised in that in described template system (2)
Plank sheathing (9) is bamboo slab rubber, and the housing of template system (2) is that angle steel (7) is welded.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620392336.1U CN205604720U (en) | 2016-05-04 | 2016-05-04 | Adjustable gang form of movement joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620392336.1U CN205604720U (en) | 2016-05-04 | 2016-05-04 | Adjustable gang form of movement joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205604720U true CN205604720U (en) | 2016-09-28 |
Family
ID=56968752
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620392336.1U Active CN205604720U (en) | 2016-05-04 | 2016-05-04 | Adjustable gang form of movement joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205604720U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235877A (en) * | 2018-11-08 | 2019-01-18 | 中建四局第五建筑工程有限公司 | A kind of tool type deformation slit formwork support system |
| CN111005556A (en) * | 2019-12-10 | 2020-04-14 | 中国核工业华兴建设有限公司 | Long and narrow deformation joint template and construction method |
| CN112065051A (en) * | 2020-08-03 | 2020-12-11 | 中国电建集团华东勘测设计研究院有限公司 | Construction method of large-volume concrete anti-vibration joint structure of pumped storage power station factory building |
| CN112922319A (en) * | 2021-02-03 | 2021-06-08 | 福州外语外贸学院 | Firm template structure is used in building construction |
| CN113700292A (en) * | 2021-09-02 | 2021-11-26 | 上海建工七建集团有限公司 | Formwork supporting device and construction method thereof |
| CN114278079A (en) * | 2022-01-13 | 2022-04-05 | 中国建筑第七工程局有限公司 | Eliminate roof structure of aluminium mould roof deformation influence |
-
2016
- 2016-05-04 CN CN201620392336.1U patent/CN205604720U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235877A (en) * | 2018-11-08 | 2019-01-18 | 中建四局第五建筑工程有限公司 | A kind of tool type deformation slit formwork support system |
| CN111005556A (en) * | 2019-12-10 | 2020-04-14 | 中国核工业华兴建设有限公司 | Long and narrow deformation joint template and construction method |
| CN112065051A (en) * | 2020-08-03 | 2020-12-11 | 中国电建集团华东勘测设计研究院有限公司 | Construction method of large-volume concrete anti-vibration joint structure of pumped storage power station factory building |
| CN112922319A (en) * | 2021-02-03 | 2021-06-08 | 福州外语外贸学院 | Firm template structure is used in building construction |
| CN113700292A (en) * | 2021-09-02 | 2021-11-26 | 上海建工七建集团有限公司 | Formwork supporting device and construction method thereof |
| CN113700292B (en) * | 2021-09-02 | 2023-11-10 | 上海建工七建集团有限公司 | Formwork supporting device and construction method thereof |
| CN114278079A (en) * | 2022-01-13 | 2022-04-05 | 中国建筑第七工程局有限公司 | Eliminate roof structure of aluminium mould roof deformation influence |
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