CN205804943U - A kind of horizontal shuttering U-shaped jacking of vertical support system - Google Patents
A kind of horizontal shuttering U-shaped jacking of vertical support system Download PDFInfo
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- CN205804943U CN205804943U CN201620329393.5U CN201620329393U CN205804943U CN 205804943 U CN205804943 U CN 205804943U CN 201620329393 U CN201620329393 U CN 201620329393U CN 205804943 U CN205804943 U CN 205804943U
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- supporting plate
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- screw mandrel
- spinner
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- 238000009416 shuttering Methods 0.000 title claims abstract description 44
- 239000003351 stiffener Substances 0.000 claims description 19
- 238000010276 construction Methods 0.000 claims description 18
- 239000000835 fiber Substances 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 10
- 230000008569 process Effects 0.000 abstract description 6
- 230000005540 biological transmission Effects 0.000 description 4
- 230000006835 compression Effects 0.000 description 4
- 238000007906 compression Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 230000004048 modification Effects 0.000 description 4
- 238000012986 modification Methods 0.000 description 4
- 230000008859 change Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000000059 patterning Methods 0.000 description 3
- 230000007480 spreading Effects 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
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- 235000009566 rice Nutrition 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000002834 transmittance Methods 0.000 description 1
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Abstract
nullThis utility model provides a kind of horizontal shuttering U-shaped jacking of vertical support system，It is installed on the top of the vertical rod of vertical support system，The girder of support level template system，Including U-shaped supporting plate、Screw mandrel and cantilever height regulation spinner，U-shaped supporting plate is fixing with screw mandrel one end to be connected，Cantilever height regulation spinner is arranged at the top of vertical rod，In cantilever height regulation spinner, there is the internal thread hole matched with screw mandrel，The other end of screw mandrel stretches into the top of vertical rod through cantilever height regulation spinner，Two pieces of vertical baffle plates of U-shaped supporting plate are provided with the arcuate groove of at least one opening upwards，At the bottom of the arc of arcuate groove, the horizontal plate upper surface with U-shaped supporting plate is concordant，This utility model is by simple and easy to do rotation process，This U-shaped jacking can be made to fix the girder of multiple section type in horizontal shuttering system the most steadily，Girder is made to fix with the relative position of U-shaped supporting plate，Thus ensure that the reliability transmitting load between horizontal shuttering system and vertical support system.
Description
Technical field
This utility model relates to the horizontal shuttering vertical support system in architectural engineering and municipal works, particularly relates to one
The horizontal shuttering U-shaped jacking of vertical support system.
Background technology
Along with developing rapidly of modern architecture and municipal construction technology, and construction technology is continuous ripe, and heavy in section is mixed
Xtah Crude Clay structure is applied in engineering more and more.When constructing heavy in section concrete horizontal structural elements, horizontal shuttering hangs down
Allotment support system is essential.Now widely used is steel tube fastener formula and dish button horizontal shuttering vertical support system.Water
The vertical load that flat die plate system is born respectively forms the transmission layer by layer of component by template system, by being positioned at template system bottom
Girder pass to jacking, then transmitted to vertical support system by jacking, and eventually through vertical support system by load
Pass to ground, thus the concrete pouring construction for heavy in section concrete horizontal structural elements provides operating platform.Thus
Visible, in load transmittance process, jacking is independent of horizontal shuttering system and vertical support system, vertical at whole horizontal shuttering
Support system plays the effect formed a connecting link, is a very important ingredient in this system.
In conventional construction technique, jacking by the way of inserting vertical support system rod end by screw mandrel, it is achieved its with
The reliable delivery of load between vertical support system, and for horizontal shuttering system, jacking is only provided that horizontal plate is for girder
Simply shelving in the horizontal direction.
The girder section type used in construction at present generally comprises polygon and circular two kinds, this simply puts with above-mentioned
The mode put, when using girder (such as the Two bors d's oeuveres round tube) of circular cross-section, the relative position between girder with jacking horizontal plate
Cannot fix, easily because the various disturbances in construction make girder position distribution on jacking asymmetric, in turn result in jacking
Unbalance stress, ultimately results in the eccentric compression of vertical rod in vertical support system, to executing of heavy in section concrete horizontal structural elements
Work safety and construction quality bring very big hidden danger.
Utility model content
This utility model provides a kind of horizontal shuttering U-shaped jacking of vertical support system, by simple and easy to do rotary U-type
The operation of supporting plate, can make the horizontal shuttering girder of multiple section type all can reliably be placed on U-shaped jacking, the most really
Protected the accuracy of circular cross-section girder placement location, be effectively improved heavy in section concrete horizontal structural elements construction quality and
Working security.
This utility model provides a kind of horizontal shuttering U-shaped jacking of vertical support system, is installed on vertical support system
The top of vertical rod, the girder of support level template system, regulate spinner including U-shaped supporting plate, screw mandrel and cantilever height, described
U-shaped supporting plate and described screw mandrel one end are fixedly connected into entirety, and described cantilever height regulation spinner is arranged at the top of described vertical rod
End, has, in described cantilever height regulation spinner, the internal thread hole matched with described screw mandrel, and the other end of described screw mandrel passes
Described cantilever height regulation spinner stretches into the top of described vertical rod, and described U-shaped supporting plate includes horizontal plate and two pieces of vertical baffle plates,
The lower end of described vertical baffle plate is fixedly installed on the both sides of described horizontal plate, and described two pieces of vertical baffle plates are parallel to each other, described perpendicular
The arcuate groove of at least one opening upwards it is provided with, with table on the horizontal plate of U-shaped supporting plate at the bottom of the arc of described arcuate groove to baffle plate
Face is concordant.
Further, the degree of depth that described screw mandrel stretches into described vertical rod through described cantilever height regulation spinner is at least 15 lis
Rice.
Further, the quantity of described arcuate groove is two or more, leave between adjacent arcuate groove at least 1 centimetre away from
From.
Further, described screw mandrel is the cylinder solid component of surface mantle fiber, described screw mandrel and the horizontal plate of U-shaped supporting plate
Being fixedly connected into entirety, the cylinder axial line of described screw mandrel is vertical with the horizontal plate of U-shaped supporting plate, the cylinder axle center of described screw mandrel
Line is by the planar central of horizontal plate in U-shaped supporting plate.
Further, described U-shaped jacking, also include that some stiffeners, described stiffener are right angled triangle, described in add
Strength plate place plane is the most vertical with horizontal plate place plane in U-shaped supporting plate, and a right-angle side of described stiffener is with U-shaped
In supporting plate, horizontal plate bottom surface is fixedly connected into entirety, and another right-angle side of described stiffener is fixedly connected into screw mandrel side
Overall.
Further, described horizontal plate is square plate, and the quantity of described stiffener is four pieces, of described stiffener
Right-angle side is all parallel with the diagonal of horizontal plate in U-shaped supporting plate.
Further, described cantilever height regulation spinner includes spinner main body and regulation galianconism, and described spinner main body is ring
Shape component, described spinner main body is arranged at the top of described vertical rod, and described spinner main body is cased with a dentification institute at ring inner surface
Stating internal thread hole, one end of described regulation galianconism is fixedly connected into entirety with spinner main body respectively.
Further, described regulation galianconism is strip cuboid component, and described regulation galianconism is uniformly distributed in described spinner
The surrounding of main body.
Compared with prior art, this utility model has the advantages that
U-shaped jacking the most of the present utility model only need to make vertically arranged vertical baffle plate by the angle of rotary U-type supporting plate
Along or be perpendicular to the longitudinal axis of horizontal shuttering system girder, can accurately place multiple section type girder, make girder
The vertical rod eccentric compression of vertical support system will not be made because of various construction interference, thus ensure that horizontal shuttering system is with vertical
Transmit the reliability of load between support system, and easy construction is easy, ultrahigh in efficiency.
At the bottom of the arc of arcuate groove described in U-shaped jacking the most of the present utility model, the horizontal plate upper surface with supporting plate is concordant, makes circle
Tee section girder is fully contacted with the horizontal plate of U-shaped supporting plate, it is ensured that the reliability of U-shaped jacking power transmission.
U-shaped jacking the most of the present utility model is patterning process finished product, and on-the-spot needs direct installation in place and simply assembly,
Working procedure reduces, and constructs convenient, and can have enough to meet the need use, reduces engineering cost.
U-shaped jacking the most of the present utility model, when the quantity of described arcuate groove is two or more, stays between adjacent arcuate groove
There is the distance of at least 1 centimetre, it is provided that construction operation space, facilitate circular cross-section girder spreading, it is ensured that circular cross-section girder
Stress globality and seriality.
Accompanying drawing explanation
The utility model is described in further detail below in conjunction with the accompanying drawings:
U-shaped jacking when Fig. 1 uses polygonal cross-section girder for the horizontal shuttering system that this utility model embodiment provides
Front view.
U-shaped jacking when Fig. 2 uses polygonal cross-section girder for the horizontal shuttering system that this utility model embodiment provides
Side view.
The master of U-shaped jacking when Fig. 3 uses circular cross-section girder for the horizontal shuttering system that this utility model embodiment provides
View.
The side of U-shaped jacking when Fig. 4 uses circular cross-section girder for the horizontal shuttering system that this utility model embodiment provides
View.
The front view of the U-shaped jacking that Fig. 5 provides for this utility model embodiment.
The side view of the U-shaped jacking that Fig. 6 provides for this utility model embodiment.
Fig. 7 is U-shaped supporting plate and the bottom view of screw mandrel in the offer of this utility model embodiment.
In Fig. 1 to Fig. 7:
1-U type supporting plate, 2-arcuate groove；3-screw mandrel；4-stiffener；5-cantilever height regulation spinner；6-vertical rod；7-is polygon
Tee section girder；8-circular cross-section girder.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the horizontal shuttering vertical support system that the utility model proposes is used U-shaped top
Torr is described in further detail.According to following explanation and claims, advantage of the present utility model and feature will be apparent from.Need
Illustrating, accompanying drawing all uses the form simplified very much and all uses non-ratio accurately, only in order to facilitate, to assist lucidly
The purpose of bright this utility model embodiment.
Core concept of the present utility model is, it is provided that a kind of horizontal shuttering U-shaped jacking of vertical support system, is installed on
The top of vertical rod in horizontal shuttering vertical support system, is close to the lower section of horizontal shuttering system middle girder, in other words, U-shaped top
Torr is supported in the lower section of described horizontal shuttering system middle girder, while the above-mentioned girder of support, suffered by horizontal shuttering system
Vertical load passes to the vertical rod in vertical support system, and described U-shaped jacking includes U-shaped supporting plate, described U-shaped supporting plate and silk
Bar one end is welded, and the other end of described screw mandrel inserts standing in horizontal shuttering vertical support system by cantilever height regulation spinner
Masthead portion, by simple and easy to do rotation process, can make that this U-shaped jacking is more reliable to be fixed in horizontal shuttering system steadily
The girder of multiple section type, makes girder fix with the relative position of U-shaped supporting plate, thus ensure that horizontal shuttering system and hang down
Transmit the reliability of load between allotment support system, provide not only construction operation space by construction measure, it is ensured that circular section
Face main beam stress globality and seriality, and make circular cross-section girder be fully contacted with the horizontal plate of U-shaped supporting plate, it is ensured that
The reliability of U-shaped jacking power transmission.
The horizontal shuttering system that refer to Fig. 1 to Fig. 7, Fig. 1 provides for this utility model embodiment uses polygonal cross-section
The front view of U-shaped jacking during girder, the horizontal shuttering system that Fig. 2 provides for this utility model embodiment uses polygonal cross-section master
The side view of U-shaped jacking during beam, when Fig. 3 uses circular cross-section girder for the horizontal shuttering system that this utility model embodiment provides
The front view of U-shaped jacking, U-shaped during the horizontal shuttering system employing circular cross-section girder that Fig. 4 provides for this utility model embodiment
The side view of jacking, the front view of the U-shaped jacking that Fig. 5 provides for this utility model embodiment, Fig. 6 is this utility model embodiment
The side view of the U-shaped jacking provided, the upward view of the U-shaped jacking that Fig. 7 provides for this utility model embodiment.
This utility model provides a kind of horizontal shuttering U-shaped jacking of vertical support system, is installed on vertical support system
The top of vertical rod 6, be supported in the girder of horizontal shuttering system, U-shaped jacking is while support girder, by horizontal shuttering system
Suffered vertical load passes to the vertical rod 6 in vertical support system.Described U-shaped jacking includes U-shaped supporting plate 1, screw mandrel 3 and hangs
Arm altitude mixture control spinner 5, described U-shaped supporting plate 1 is fixedly connected into entirety with one end of described screw mandrel 3, and described cantilever height is adjusted
Joint spinner 5 is arranged at the top of described vertical rod 6, has in matching with described screw mandrel 3 in described cantilever height regulation spinner 5
Screwed hole, the other end of described screw mandrel 3 screws in the internal thread hole being connected to described cantilever height regulation spinner 5, described screw mandrel 3
The other end, i.e. one end away from U-shaped supporting plate 1 passes described cantilever height regulation spinner 5 and stretches into the top of described vertical rod 6,
Vertical rod 6 is hollow structure, and described U-shaped supporting plate 1 includes horizontal plate and two pieces of vertical baffle plates, and the lower end of described vertical baffle plate is fixed
Being arranged at the both sides of described horizontal plate, described two pieces of vertical baffle plates are parallel to each other, and the top of described vertical baffle plate is provided with at least one
Individual arcuate groove 2, concordant with the horizontal plate upper surface of U-shaped supporting plate 1 at the bottom of the arc of described arcuate groove 2.
In the present embodiment, the top of described vertical baffle plate respectively carries two arcuate grooves 2, and described vertical baffle plate is respectively along horizontal plate
Edge arrange, described vertical baffle plate is parallel to each other, and described vertical baffle plate and horizontal plate are fixedly connected into entirety.Work as horizontal shuttering
When system uses polygonal cross-section girder 7, as described in Fig. 1 Yu Fig. 2, two pieces of vertical baffle plate place planes of U-shaped supporting plate 1 are the most flat
Row is in the longitudinal direction of polygonal cross-section girder 7；When horizontal shuttering system uses circular cross-section girder 8, as shown in Figure 3 and Figure 4, U
Two pieces of vertical baffle plate place planes of type supporting plate 1 are each perpendicular to the longitudinal direction of circular cross-section girder 8, and circular cross-section girder 8 is put
It is placed in the arcuate groove 2 of two pieces of vertical baffle plates, under arcuate groove 2 position-limiting action of U-shaped 1 two pieces of vertical baffle plates of supporting plate, circular
Cross section girder 8 is relatively fixed and is difficult to change, simultaneously because of the impact of other disturbance factors with the position of U-shaped supporting plate 1
Circular cross-section girder 8 is fully contacted with the horizontal plate of U-shaped supporting plate 1, thus horizontal shuttering system girder passes through U in any case
The load of type supporting plate 1 going down all makes vertical support system vertical rod 6 axial compression, it is ensured that horizontal shuttering system is with vertical
The reliability of load is transmitted between support system.Additionally, U-shaped jacking is patterning process finished product, on-the-spot only need direct installation in place and
Simple assembled, working procedure reduces, and constructs convenient, and can have enough to meet the need use, reduces engineering cost.
So that U-shaped jacking is more firmly installed in vertical rod 6, described screw mandrel 3 is through the regulation rotation of described cantilever height
The degree of depth that button 5 stretches into described vertical rod 6 is at least 15 centimetres.
Preferably, the quantity of described arcuate groove 2 is two or more such that it is able to support the circular cross-section girder of more than two
8, leave the distance of at least 1 centimetre between adjacent arcuate groove 2, so that leave enough spaces between described arcuate groove 2, side
Just circular cross-section girder 8 is by docking mode spreading, it is ensured that circular cross-section girder 8 stress globality and seriality.This enforcement
In example, the quantity of described arcuate groove 2 can be two.
Further, in the present embodiment, described screw mandrel 3 is the cylinder solid component of surface mantle fiber, described screw mandrel 3 and U
The horizontal plate of type supporting plate 1 is fixedly connected into entirety, and the cylinder axial line of described screw mandrel 3 hangs down with the horizontal plate of U-shaped supporting plate 1
Directly, the cylinder axial line of described screw mandrel 3 is by the planar central of horizontal plate in U-shaped supporting plate 1.
In order to improve the intensity of described U-shaped jacking, in the present embodiment, described U-shaped jacking also includes some stiffeners
4, described stiffener 4 is modification of right-angled triangle plate, and described stiffener 4 place plane is equal with horizontal plate place plane in U-shaped supporting plate 1
Being mutually perpendicular to, in a right-angle side of described stiffener 4 and U-shaped supporting plate 1, horizontal plate bottom surface is fixedly connected into entirety, described in add
Another right-angle side of strength plate 4 and screw mandrel 3 side are fixedly connected into entirety, a right-angle side of described stiffener 4 and U-shaped support
In plate 1, the diagonal of horizontal plate is parallel.
For the ease of rotating cantilever height regulation spinner 5, thus adjust the height of U-shaped supporting plate 1, and adjust arcuate groove
The orientation of 2, in the present embodiment, described cantilever height regulation spinner 5 includes spinner main body and regulation galianconism, described spinner main body
For annular construction member, described spinner main body is arranged at the top of described vertical rod, and described spinner main body is cased with a thread form at ring inner surface
Described internal thread hole, one end of described regulation galianconism is become to be fixedly connected into entirety with spinner main body respectively.
For the ease of grasping described regulation galianconism, in the present embodiment, described regulation galianconism is strip cuboid component, institute
State regulation galianconism and be uniformly distributed in the surrounding of described spinner main body, in order to rotate described spinner main body, adjust U-shaped supporting plate 1
Height and adjust arcuate groove 2 orientation.
In sum, U-shaped jacking of the present utility model only need to make vertically arranged by the angle of rotary U-type supporting plate
Vertical baffle plate along or be perpendicular to the longitudinal axis of horizontal shuttering system girder, can accurately place multiple section type master
Beam, multiple section type girder is fully contacted with the horizontal plate of U-shaped supporting plate 1 simultaneously, makes girder will not disturb because of various constructions
And make the vertical rod eccentric compression of vertical support system, thus ensure that transmission load between horizontal shuttering system and vertical support system
Reliability, and easy construction is easy, ultrahigh in efficiency.Secondly, U-shaped jacking of the present utility model is patterning process finished product, existing
Field only needs direct installation in place and simply assembly, and working procedure reduces, constructs convenient, and can have enough to meet the need use, reduction work
Cheng Chengben.Furthermore, U-shaped jacking of the present utility model, when the quantity of described arcuate groove 2 is two or more, between adjacent arcuate groove 2
Leave the distance of at least 1 centimetre, it is provided that construction operation space, facilitate circular cross-section girder 8 spreading, it is ensured that circular cross-section master
Beam 8 stress globality and seriality.
Obviously, those skilled in the art can carry out various change and modification without deviating from this practicality to this utility model
Novel spirit and scope.So, if of the present utility model these amendment and modification belong to this utility model claim and
Within the scope of its equivalent technologies, then this utility model is also intended to comprise these change and modification.
Claims (8)
1. the U-shaped jacking of horizontal shuttering vertical support system, is installed on the top of the vertical rod of vertical support system, supports water
The girder of flat die plate system, it is characterised in that include U-shaped supporting plate, screw mandrel and cantilever height regulation spinner, described U-shaped holds
Supporting plate is fixedly connected into entirety with one end of described screw mandrel, and described cantilever height regulation spinner is arranged at the top of described vertical rod,
Having, in described cantilever height regulation spinner, the internal thread hole matched with described screw mandrel, the other end of described screw mandrel passes described
Cantilever height regulation spinner stretches into the top of described vertical rod, and described U-shaped supporting plate includes horizontal plate and two pieces of vertical baffle plates, described
The lower end of vertical baffle plate is fixedly installed on the both sides of described horizontal plate, and described two pieces of vertical baffle plates are parallel to each other, described vertical gear
Plate is provided with the arcuate groove of at least one opening upwards, and at the bottom of the arc of described arcuate groove, the horizontal plate upper surface with U-shaped supporting plate is put down
Together.
U-shaped jacking the most according to claim 1, it is characterised in that described screw mandrel is stretched through described cantilever height regulation spinner
The degree of depth entering described vertical rod is at least 15 centimetres.
U-shaped jacking the most according to claim 1, it is characterised in that the quantity of described arcuate groove is two or more, adjacent arcs
The distance of at least 1 centimetre is left between shape groove.
U-shaped jacking the most according to claim 1, it is characterised in that described screw mandrel is the cylinder solid component of surface mantle fiber,
Described screw mandrel is fixedly connected into entirety with the horizontal plate of U-shaped supporting plate, the cylinder axial line of described screw mandrel and the water of U-shaped supporting plate
Flat board is vertical, and the cylinder axial line of described screw mandrel is by the planar central of horizontal plate in U-shaped supporting plate.
U-shaped jacking the most according to claim 2, it is characterised in that also include that some stiffeners, described stiffener are right angle
Triangle, described stiffener place plane is the most vertical with horizontal plate place plane in U-shaped supporting plate, the one of described stiffener
Individual right-angle side is fixedly connected into entirety, another right-angle side of described stiffener and screw mandrel with horizontal plate bottom surface in U-shaped supporting plate
Side is fixedly connected into entirety.
U-shaped jacking the most according to claim 5, it is characterised in that described horizontal plate is square plate, described stiffener
Quantity is four pieces, and a right-angle side of described stiffener is all parallel with the diagonal of horizontal plate in U-shaped supporting plate.
U-shaped jacking the most according to claim 1, it is characterised in that described cantilever height regulation spinner includes spinner main body
With regulation galianconism, described spinner main body is annular construction member, and described spinner main body is arranged at the top of described vertical rod, described spinner master
Body is cased with internal thread hole described in a dentification at ring inner surface, and one end of described regulation galianconism is fixing with spinner main body respectively to be connected
Integral.
U-shaped jacking the most according to claim 7, it is characterised in that described regulation galianconism is strip cuboid component, described
Regulation galianconism is uniformly distributed in the surrounding of described spinner main body.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521113677 | 2015-12-28 | ||
| CN2015211136772 | 2015-12-28 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205804943U true CN205804943U (en) | 2016-12-14 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620329393.5U Expired - Fee Related CN205804943U (en) | 2015-12-28 | 2016-04-19 | A kind of horizontal shuttering U-shaped jacking of vertical support system |
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| Country | Link |
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| CN (1) | CN205804943U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853936A (en) * | 2019-03-19 | 2019-06-07 | 中铁五局集团贵州工程有限公司 | It is a kind of for reinforcing the device of jacking |
-
2016
- 2016-04-19 CN CN201620329393.5U patent/CN205804943U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853936A (en) * | 2019-03-19 | 2019-06-07 | 中铁五局集团贵州工程有限公司 | It is a kind of for reinforcing the device of jacking |
| CN109853936B (en) * | 2019-03-19 | 2023-12-19 | 中铁五局集团贵州工程有限公司 | Device for reinforcing jacking |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161214 |