CN206646825U - A kind of oblique formwork support structure - Google Patents
A kind of oblique formwork support structure Download PDFInfo
- Publication number
- CN206646825U CN206646825U CN201720333294.9U CN201720333294U CN206646825U CN 206646825 U CN206646825 U CN 206646825U CN 201720333294 U CN201720333294 U CN 201720333294U CN 206646825 U CN206646825 U CN 206646825U
- Authority
- CN
- China
- Prior art keywords
- supporting plate
- support
- block
- threaded rod
- oblique
- 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
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a kind of oblique formwork support structure, including the scaffold below oblique template, scaffold has been sequentially arranged above polylith support block, the side side of support block is bearing surface that is parallel with oblique template and being connected on oblique template bottom surface, support block opposite side side is the mounting surface parallel with bearing surface, multiple supporting plates being be arranged in parallel with mounting surface are arranged at intervals with mounting surface, the support meanss that can be supported and be fixedly connected on scaffold are provided with below each supporting plate, mounting surface is fixedly connected with inserted block, supporting plate is provided with jack, the position that inserted block is located at below supporting plate is fixedly connected with limit card block, jack, which is located at the higher one end of its height and is provided with, to be communicated therewith and can make limit card block through and out to the perforation below supporting plate.The utility model is simple in construction, easy to use, and what can be consolidated is supported to oblique template, avoids the position of oblique template from shifting, improves concrete construction quality.
Description
Technical field
It the utility model is related to a kind of construction formwork supporting construction, and in particular to a kind of oblique formwork support structure.
Background technology
During architectural engineering main structure construction, template construction quality is directly connected to concrete engineering construction matter
Amount, the scaffold, support frame and bar shaped flitch that are supported by lower section of usual template are formed, and support frame is located at scaffold and bar shaped wood
Between side, its lower end is fixedly connected on the top of scaffold, and its upper end is fixedly connected with horizontally disposed and along bar shaped flitch length
The channel-section steel of direction extension, the width of channel-section steel is more than the width of bar shaped flitch, for making bar shaped flitch be embedded into it to enter to it
Row is spacing.But for oblique template, in order to meet its inclined angle, it is common practice to which bar shaped flitch is cut
Cut, cut out one and oblique template gradient identical supporting surface, a support force obliquely is provided for oblique template.Equally, tiltedly
Template can produce an active force obliquely to bar shaped flitch, after this active force acts on bar shaped flitch, point through exertin
Solution is into a downward active force and an active force backward., can be to mould when construction worker is during concrete construction
Plate causes to shake, after bar shaped flitch stress, it is possible that the situation of displacement, once the position of bar shaped flitch shifts, that
The position of oblique template equally can also be shifted, and concrete construction quality will be impacted.
Utility model content
For above-mentioned the deficiencies in the prior art, technical problem to be solved in the utility model is:How a kind of energy is provided
Enough firm is supported to oblique template, improves the oblique formwork support structure of concrete construction quality.
In order to solve the above-mentioned technical problem, the utility model employs following technical scheme:
A kind of oblique formwork support structure, including the scaffold below oblique template, the top of scaffold is along the longitudinal direction
Some pieces of support blocks extended in transverse direction are arranged at intervals with, the side side of support block is parallel with plane where oblique template
And the bearing surface on oblique template bottom surface can be connected to, support block is to be parallel to each other with bearing surface back to the side side of bearing surface
Mounting surface, multiple supporting plates being be arranged in parallel with mounting surface are arranged at intervals with mounting surface along its length, supporting plate
Plate face is connected on mounting surface, and scaffold can be supported and be fixedly connected on by being provided with below each supporting plate
On support meanss, mounting surface correspond to supporting plate position be fixedly connected with two along support block length direction be oppositely arranged insert
Block, the position of corresponding two inserted blocks, which is respectively arranged with two, in supporting plate can enable that inserted block inserts and the end of inserted block passes through
Supporting plate reaches the jack of the lower section of supporting plate, and the distance between two jacks are equal to the distance between two pieces of inserted blocks, inserted block
Position below supporting plate is fixedly connected with that can be connected to supporting plate bottom surface spacing spacing for being carried out to inserted block
Fixture block, jack, which is located at the higher one end of its height and is provided with, to be communicated therewith and can make limit card block through and out to supporting plate
The perforation of lower section.
In the utility model, the supporting plate of same tilt angle, Ran Houtong are first set according to the angle of inclination of oblique template
The top that support meanss are fixed in scaffold is crossed, and spread configuration, then installation support in length and breadth by some pieces of supporting plates
Block, the mounting surface and bearing surface of support block are arranged in parallel, and when installation, the limit card block on its mounting surface is first worn
The lower section that the perforation crossed in supporting plate makes it reach supporting plate, while also inserted block is inserted into perforation, branch is then slided again
Bracer, inserted block is set to slide into jack.The distance between two jacks are equal to the distance between two pieces of inserted blocks, two such inserted block
After being inserted into jack, the opposite side of two inserted blocks is connected on the inwall of jack respectively, and then just can be to support block edge
The progress of its length direction is spacing, while limit card block and can is enough spacing along being carried out perpendicular to the direction of supporting plate to support block.Separately
Outside, the active force in oblique template supports simultaneously along the bearing surface for acting on support block perpendicular to in-plane where oblique template
Plate for support block provide one it is reverse and mutually supported perpendicular to the active force of in-plane where oblique template, two active forces
Disappear, do not produce the decomposing force in other directions, and then what can be consolidated is supported to oblique template, avoids oblique template from occurring inclined
Move, improve the construction quality of concrete.
As optimization, the limit card block is along the strip structure of support block length direction extension, the limiting card
Block is located at the one end of the inserted block away from the mounting surface and forms inverted T-shaped structure with the inserted block.Can preferably it be connected to
On the bottom surface of supporting plate, avoiding supporting plate from loosening influences concrete construction quality.
As optimization, the support meanss include below supporting plate and horizontally disposed bottom plate, the bottom surface tool of bottom plate
Have the fixing device that it can be made to be fixedly connected on the scaffold, be provided between bottom plate and the supporting plate support frame and
The expansion link of adjustable in length, support frame are located at the higher one end of supporting plate height, and the bottom of support frame is fixedly connected on
On plate top surface, the top of support frame is by along the hinge I that the support block length direction is extended and the supporting plate
Bottom surface is articulated and connected, and expansion link is located at the highly relatively low one end of the supporting plate, and the both ends of expansion link are set by parallel with hinge I
The hinge II put is articulated and connected with the bottom surface of the supporting plate and the top surface of bottom plate respectively.It is higher that support frame is located at supporting plate height
The lower section of one end, it is hingedly connected together with supporting plate bottom surface, such supporting plate can just be rotated, further according to oblique template
Angle of inclination adjusts the length of expansion link, makes the angle of inclination of supporting plate consistent with the angle of inclination of oblique template, this makes it possible to
The oblique template of differing tilt angles is adapted to, use range is wider, while also saves material, reduces cost.
As optimization, support frame as described above includes two pieces of support bodys being oppositely arranged along the support block length direction, the branch
The bottom surface of fagging and two are fixedly connected with along the spaced journal stirrup of support body relative direction, two branch between two support bodys
Ear is articulated and connected respectively close in its adjacent support body and by hinge I with support body.It is supported using two support bodys, support is more
It is firm, supporting plate double swerve can be avoided, improves concrete pouring quality.
As optimization, the expansion link includes sleeve pipe and the threaded rod I and threaded rod II positioned at sleeve pipe both ends, threaded rod I
With the thread rotary orientation on threaded rod II on the contrary, the endoporus both ends of sleeve pipe be respectively arranged with thread rotary orientation it is opposite and respectively with threaded rod
I and the internal thread that coordinates of threaded rod II, one end of threaded rod I and threaded rod II be respectively protruding into casing tube internal hole and with sleeve pipe spiral shell
Line links together, and the other end of threaded rod I and threaded rod II is hingedly connected to the corresponding bottom plate by hinge II respectively
In the supporting plate.By the sleeve pipe among rotating, can make its both ends threaded rod I and threaded rod II respectively along relative or
Opposite direction moves, and then adjusts the length of whole expansion link, and its is simple in construction, easy to use.
In summary, the beneficial effects of the utility model are:The utility model is simple in construction, easy to use, Neng Gouwen
Solid oblique template is supported, avoid the position of oblique template from shifting, improve concrete construction quality.
Brief description of the drawings
In order that the purpose, technical scheme and advantage of utility model are clearer, it is new to this practicality below in conjunction with accompanying drawing
Type is described in further detail, wherein:
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the side view of support block in the utility model.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings.
As depicted in figs. 1 and 2, a kind of oblique formwork support structure in present embodiment, including under oblique template 1
The scaffold 2 of side, the top of scaffold 2 are arranged at intervals with some pieces of support blocks extended in transverse direction 3 along the longitudinal direction, prop up
The side side of bracer 3 is bearing surface that is parallel with the oblique place plane of template 1 and being connected on the oblique bottom surface of template 1, is supported
Block 3 is the mounting surface that is parallel to each other with bearing surface back to the side side of bearing surface, and interval is set along its length on mounting surface
Multiple supporting plates 4 being be arranged in parallel with mounting surface are equipped with, the plate face of supporting plate 4 is connected on mounting surface, under each supporting plate 4
Side is provided with the support meanss that can be supported and be fixedly connected on scaffold 2, and mounting surface corresponds to supporting plate 4
Position is fixedly connected with two inserted blocks 5 being oppositely arranged along the length direction of support block 3, and the position of two inserted blocks 5 is corresponded in supporting plate 4
Put and be respectively arranged with two and can enable that inserted block 5 is inserted and the end of inserted block 5 is reached under supporting plate 4 through supporting plate 4
The distance between the jack of side, two jacks are equal to the distance between two pieces of inserted blocks 5, and inserted block 5 be located at the position below supporting plate 4
The bottom surface of supporting plate 4 can be connected to for carrying out spacing limit card block 6 to inserted block 5 by being fixedly connected with, and it is high that jack is located at it
The higher one end of degree, which is provided with, to be communicated therewith and can make limit card block 6 through and out the perforation to the lower section of supporting plate 4.
In present embodiment, the limit card block 6 is the strip structure extended along the length direction of support block 3,
The limit card block 6 is located at the described one end of inserted block 5 away from the mounting surface and forms inverted T-shaped structure with the inserted block 5.
In present embodiment, the support meanss are included positioned at the lower section of supporting plate 4 and horizontally disposed bottom plate 7, bottom
The bottom surface of plate 7 have can make the fixing device that it is fixedly connected on the scaffold 2, between bottom plate 7 and the supporting plate 4
Support frame 8 and the expansion link of adjustable in length are provided with, support frame 8 is positioned at the higher one end of the height of supporting plate 4, support frame
8 bottom is fixedly connected on the top surface of bottom plate 7, and the top of support frame 8 is by being extended along the length direction of support block 3
Hinge I and the bottom surface of the supporting plate 4 are articulated and connected, and expansion link is located at the highly relatively low one end of the supporting plate 4, expansion link
Both ends are articulated and connected with the bottom surface of the supporting plate 4 and the top surface of bottom plate 7 respectively by the hinge II being be arranged in parallel with hinge I.
In present embodiment, support frame as described above 8 includes two pieces of framves being oppositely arranged along the length direction of support block 3
Body, the bottom surface of the supporting plate 4 and be fixedly connected between two support bodys two it is spaced along support body relative direction
Journal stirrup I, two journal stirrups I are articulated and connected respectively close in its adjacent support body and by hinge I with support body.
In present embodiment, the expansion link includes sleeve pipe 9 and the threaded rod I 10 and screw thread positioned at the both ends of sleeve pipe 9
Bar II 11, the thread rotary orientation on threaded rod I 10 and threaded rod II 11 is on the contrary, the endoporus both ends of sleeve pipe 9 are respectively arranged with screw thread rotation
To internal thread that is opposite and coordinating respectively with threaded rod I 10 and threaded rod II 11, one end point of threaded rod I 10 and threaded rod II 11
It does not extend into the endoporus of sleeve pipe 8 and is threaded togather with sleeve pipe 9, the other end difference of threaded rod I 10 and threaded rod II 11
It is hingedly connected to by hinge II on the corresponding bottom plate 7 and the supporting plate 4.
During specific implementation, a circle annular knurl line, energy are equipped with along its circumferential direction in the middle part of the pipe shaft of described sleeve pipe
Frictional force between enough increases and finger, allows the operator to preferably rotate sleeve pipe.The threaded rod I and the spiral shell
One end that rasp bar II is located remotely from each other is respectively arranged with U-bracket and is fixedly connected with the bottom of U-bracket, two U-brackets
Opening direction on the contrary, the supporting plate bottom surface and the plate top surface and corresponding to the position of adjacent U-bracket and being provided with respectively
The journal stirrup II being inserted into U-bracket opening, journal stirrup II are hingedly connected together with U-bracket by hinge II, journal stirrup
II in the opening of U-bracket, is supported using two sides of U-bracket, and connection is more firm.
Finally illustrate, above example is only unrestricted to illustrate the technical solution of the utility model, although logical
Cross and the utility model has been described with reference to preferred embodiment of the present utility model, but one of ordinary skill in the art
It should be appreciated that various changes can be made to it in the form and details, without departing from appended claims institute
The spirit and scope of the present utility model limited.
Claims (5)
1. a kind of oblique formwork support structure, including the scaffold below oblique template, the top of scaffold along the longitudinal direction between
Every being provided with some pieces of support blocks extended in transverse direction, the side side of support block be it is parallel with plane where oblique template and
The bearing surface that can be connected on oblique template bottom surface, it is characterised in that:Support block is back to the side side of bearing surface for abutting
The mounting surface that face is parallel to each other, multiple supports being be arranged in parallel with mounting surface are arranged at intervals with mounting surface along its length
Plate, the plate face of supporting plate are connected on mounting surface, and being provided with below each supporting plate can support and fix
The support meanss being connected on scaffold, the position that mounting surface corresponds to supporting plate are fixedly connected with two along support block length direction
The inserted block being oppositely arranged, the positions of corresponding two inserted blocks, which is respectively arranged with two, in supporting plate can be such that inserted block inserts and inserted block
End can pass through the distance between the jack, two jacks for the lower section that supporting plate reach supporting plate to be equal between two pieces of inserted blocks
Distance, the position that inserted block is located at below supporting plate, which is fixedly connected with, can be connected to supporting plate bottom surface for being carried out to inserted block
Spacing limit card block, jack, which is located at the higher one end of its height and is provided with, to be communicated therewith and can pass through limit card block and stretch
The perforation gone out to below supporting plate.
A kind of 2. oblique formwork support structure according to claim 1, it is characterised in that:The limit card block is along the branch
Bracer length direction extension strip structure, the limit card block be located at the one end of the inserted block away from the mounting surface and with institute
State inserted block and form inverted T-shaped structure.
A kind of 3. oblique formwork support structure according to claim 1, it is characterised in that:The support meanss are included positioned at branch
Fagging lower section and horizontally disposed bottom plate, the bottom surface of bottom plate, which has, can make it be fixedly connected on the fixed dress on the scaffold
Put, support frame and the expansion link of adjustable in length are provided between bottom plate and the supporting plate, support frame is located at the supporting plate
The higher one end of height, the bottom of support frame are fixedly connected on plate top surface, and the top of support frame is by along the support block
The extended hinge I of length direction is articulated and connected with the bottom surface of the supporting plate, expansion link be located at the supporting plate highly compared with
Low one end, the both ends of expansion link pass through the hinge II that is be arranged in parallel with hinge I bottom surface with the supporting plate and bottom plate respectively
Top surface be articulated and connected.
A kind of 4. oblique formwork support structure according to claim 3, it is characterised in that:Support frame as described above includes two pieces along institute
State the support body that support block length direction is oppositely arranged, the bottom surface of the supporting plate and be fixedly connected with two between two support bodys
It is individual along the spaced journal stirrup of support body relative direction, two journal stirrups are respectively close in its adjacent support body and passing through hinge I and frame
Body is articulated and connected.
A kind of 5. oblique formwork support structure according to claim 3, it is characterised in that:The expansion link includes sleeve pipe and position
Threaded rod I and threaded rod II in sleeve pipe both ends, the thread rotary orientation on threaded rod I and threaded rod II is on the contrary, the endoporus two of sleeve pipe
The internal thread that end is respectively arranged with thread rotary orientation conversely and coordinated respectively with threaded rod I and threaded rod II, threaded rod I and threaded rod
II one end is respectively protruding into casing tube internal hole and linked together with casing threads, the other end of threaded rod I and threaded rod II
It is hingedly connected to respectively by hinge II on the corresponding bottom plate and the supporting plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720333294.9U CN206646825U (en) | 2017-03-31 | 2017-03-31 | A kind of oblique formwork support structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720333294.9U CN206646825U (en) | 2017-03-31 | 2017-03-31 | A kind of oblique formwork support structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206646825U true CN206646825U (en) | 2017-11-17 |
Family
ID=60275395
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720333294.9U Active CN206646825U (en) | 2017-03-31 | 2017-03-31 | A kind of oblique formwork support structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206646825U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108756219A (en) * | 2018-06-19 | 2018-11-06 | 中国化学工程第六建设有限公司 | The support system of concrete structure |
| CN109958041A (en) * | 2017-12-23 | 2019-07-02 | 蒋芳荣 | A kind of road shoulder concrete construction formwork |
| CN112166231A (en) * | 2018-02-06 | 2021-01-01 | 品牌共享服务有限责任公司 | Template system |
-
2017
- 2017-03-31 CN CN201720333294.9U patent/CN206646825U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109958041A (en) * | 2017-12-23 | 2019-07-02 | 蒋芳荣 | A kind of road shoulder concrete construction formwork |
| CN112166231A (en) * | 2018-02-06 | 2021-01-01 | 品牌共享服务有限责任公司 | Template system |
| CN108756219A (en) * | 2018-06-19 | 2018-11-06 | 中国化学工程第六建设有限公司 | The support system of concrete structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206646825U (en) | A kind of oblique formwork support structure | |
| CN205841981U (en) | Adjustable petroleum pipeline bracket | |
| CN207120331U (en) | It is a kind of to build the mould geometrical clamp for pouring and being used during mould | |
| CN202810209U (en) | Support carrier of beam framework | |
| CN206646808U (en) | A kind of tiltedly template bed die supporting member | |
| CN203938397U (en) | A kind of compound type wall-attaching equipment | |
| CN112108803A (en) | Processing and preparing system for assembling integral floor truss | |
| CN205591117U (en) | Outer web strutting arrangement to one side of concrete bridge flange | |
| CN210754890U (en) | An adjustable tire frame for making steel cages | |
| CN207953016U (en) | A kind of encased steel plate mixing shearing wall member processing tool | |
| CN203320918U (en) | Square tube scaffold | |
| CN110374611A (en) | A kind of adjustable reaction frame for launching shaft | |
| CN215803366U (en) | Building diagonal bracing structure | |
| CN204455779U (en) | Combined type channel-section steel formwork leverage | |
| CN208964983U (en) | Dedicated assembly platform for annealing furnace furnace shell | |
| CN203756190U (en) | Trolley device for herringbone forked tunnel | |
| CN207499501U (en) | A kind of adjustable for height novel building finished product stent | |
| CN107060093B (en) | The support system and assembling method of large-scale oblique braiding gusset plate latticed shell structure | |
| CN205422750U (en) | Vertical connecting device of tunnel steel bow member | |
| CN209050532U (en) | Cooperation steel tube member bar slope surface weld bond makes the movable base used | |
| CN206591816U (en) | A kind of cast-in-place use taper inner template supporting mechanism of heavy grade roofing | |
| CN220539202U (en) | Template splicing structure | |
| CN222796478U (en) | Steel sheet pile positioner | |
| CN206233259U (en) | A kind of supporting construction for carrying elevation regulator | |
| CN206860201U (en) | adjustable widened section |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |