CN206503348U - The support system of one discharge plate buckle type scaffold door opening position bracket - Google Patents
The support system of one discharge plate buckle type scaffold door opening position bracket Download PDFInfo
- Publication number
- CN206503348U CN206503348U CN201621353767.3U CN201621353767U CN206503348U CN 206503348 U CN206503348 U CN 206503348U CN 201621353767 U CN201621353767 U CN 201621353767U CN 206503348 U CN206503348 U CN 206503348U
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- China
- Prior art keywords
- support
- door opening
- support system
- opening position
- crossbeam
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Abstract
The utility model provides the support system of disk buckle type scaffold door opening position bracket, belong to scaffold construction technical field, encrypted template support, upper mould support and support crossbeam are fixedly connected into an entirety, the resistance to overturning of support system is improved；Load is uniformly transferred and gives support crossbeam by upper pright stanchion, it is to avoid produce excessive eccentric moment, so that the vertical stress of lower vertical rod of encrypted template support, further improves the resistance to overturning and security of support system；In addition, it is fixedly connected between support crossbeam and encrypted template support, upper mould support, set up the time loss of falsework in the scene of effectively reducing, simultaneously, can integrally it be hung out during dismounting, the dismounting duration is shortened to a certain extent, the operating efficiency installed and removed is improved, and more conforms to the low-risk, high efficiency, the requirement of low cost of modern architecture construction.
Description
Technical field
The utility model is related to socket joint type disk buckle type scaffold technical field of construction, more particularly to a discharge plate buckle type scaffold
The support system of door opening position bracket.
Background technology
With the rapid development in city, in Urban Building Construction field, socket joint type disk mouthful formula steel pipe support is due to it
Intensity, rigidity, stability are reliable, modularization, tool operation, are increasingly valued by people the advantages of high-bearing capacity, quilt
Apply to more and more in architectural engineering and municipal works.
At present, falsework is set up using socket joint type disk mouthful formula steel pipe support, it is necessary to according to national standard《JGJ231-2010 is built
Build construction socket joint type disk button steel pipe support act of technique for security》Detailing requiments and erection method in specification are by lower from above taking
If.A support beam is must be provided with the position (i.e. door opening position) of passage, traditional crossbeam is big due to bending deformation, have impact on
The resistance to overturning of falsework or scaffold, and there is eccentric throw in door frame upright supports bottom, its bearing capacity can be produced partially
Mental and physical efforts square, crossing conference when this eccentric moment causes falsework or scaffold to cave in, and leads to serious accident.
In summary, the support system that existing door opening position is set up using traditional crossbeam and disk button steel pipe support is more next
The low-risk, high efficiency, the requirement of low cost of modern architecture and municipal construction can not be more met, in order to improve door opening position profit
The support system operating efficiency set up with traditional crossbeam and disk button steel pipe support, reduction security risk, therefore research and development one kind holds
Carry power big, vertical stress, the clear and definite support system of power transmission, to reduce eccentric throw and eccentric moment, improves resistance to overturning
Have become those skilled in the art's technical barrier in the urgent need to address.
Utility model content
The purpose of this utility model is the support system for providing a discharge plate buckle type scaffold door opening position bracket, to solve
The support system that existing door opening position is set up using traditional crossbeam and disk button steel pipe support, traditional crossbeam is due to bending deformation
Greatly, support system resistance to overturning is poor, and eccentric throw and eccentric moment are big, it is to avoid traditional support system Lack of support or stress are not
The security incident such as cause to cave in occurs, and makes door opening position support system Path of Force Transfer clearly, stability is higher, more meets the modern times
Change building and the low-risk of municipal construction, high efficiency, inexpensive requirement.
In order to solve the above technical problems, the utility model provides following technical scheme：
The support system of one discharge plate buckle type scaffold door opening position bracket, is the support knot set up by disk button scaffold tubes
Structure, the upper mould support and support above encrypted template support of the door opening position including door opening both sides, door opening is horizontal
Setting is vertically encrypted in lower vertical rod in beam, the encrypted template support, and the support beam erection is being encrypted described in both sides
Falsework top, the upper mould support is arranged on the support crossbeam, the encrypted template support, it is described on
It is fixedly connected between portion's falsework and the support crossbeam.
Optionally, the upper mould support includes the upper pright stanchion that four rows are vertically arranged, and upper pright stanchion described in four rows is equidistant
Arrangement.
Optionally, the support crossbeam includes top girder, intermediate beam and the bottom set gradually from top to down
Secondary beam, the top girder and the bottom secondary beam arrange that the intermediate beam is longitudinally arranged in level, the bottom in horizontal cross
Portion's secondary beam be located at the encrypted template cantilever tip, the top girder be located at the upper mould support bottom, it is described in
Between beam be fixedly connected respectively with the top girder and the bottom secondary beam up and down.
Optionally, the top girder and the bottom secondary beam respectively with the upper mould support and the encrypted template
Support is welded and fixed connection, and the intermediate beam is welded and fixed and is connected with the top girder and the bottom secondary beam respectively up and down.
Optionally, the top girder is No. 28 I-steel, and the intermediate beam and the bottom secondary beam are No. 18 I-shapeds
Steel.
Optionally, the top girder and the bottom secondary beam respectively with the upper pright stanchion, the lower vertical rod and it is described in
Between be stress point at the position that contacts of beam, respectively on the top girder and the bottom secondary beam correspondence stress point position
Install ribs.
Compared with the prior art, the support system for the disk buckle type scaffold door opening position bracket that the utility model is provided, has
Beneficial technique effect below：
It is effectively improved four row's upper pright stanchions of upper mould support above the stability and security of support system, door opening
Load is uniformly transferred and gives support crossbeam, it is to avoid because larger eccentric force produces excessive eccentric moment, so that encryption mould
The vertical stress of lower vertical rod of board mount, reduces door frame upright supports bottom eccentric force, improves the resistance to overturning of support system
And security.
Be effectively improved the operating efficiency that support system is set up at door opening position with disk button steel pipe, support crossbeam with
It is fixedly connected between encrypted template support, upper mould support, the time loss of falsework is set up at the scene of effectively reducing,
Meanwhile, it can integrally be hung out during dismounting, the dismounting duration is shortened to a certain extent, improve the work effect installed and removed
Rate.
Brief description of the drawings
Fig. 1 faces for the support system plane of the disk buckle type scaffold door opening position bracket of the embodiment of the utility model one
Figure；
Fig. 2 is the 1-1 sectional views in Fig. 1；
Fig. 3 is the 2-2 sectional views in Fig. 1；
Fig. 4 is the A-A sectional views in Fig. 1；
Fig. 5 is the support crossbeam planar elevation view of the embodiment of the utility model one；
In figure：100- is used for lower support meanss, the 1- encrypted templates that the hand wheel type on-line continuous of hydraulic climbing die block system is adjusted
In support, 2- supports crossbeam, 3- upper moulds support, 11- lower pillar stands, 12- standards scaffold board, 21- tops girder, 22-
Between beam, 23- bottoms secondary beam, 24- ribs.
Embodiment
The disk buckle type scaffold door opening position bracket provided below in conjunction with the drawings and specific embodiments the utility model
Support system is described in further detail.According to following description and claims, advantage and feature of the present utility model will
Become apparent from.It should be noted that accompanying drawing is using very simplified form and uses the ratio of non-precision, only to it is convenient,
Lucidly aid in illustrating the purpose of the utility model embodiment.
Referring to figs. 1 to Fig. 4, present embodiment discloses the support system 100 of a discharge plate buckle type scaffold door opening position bracket,
It is the supporting construction set up by disk button scaffold tubes, above encrypted template support 1 of the door opening position including door opening both sides, door opening
Upper mould support 3 and support crossbeam 2.Vertically encryption is set for lower vertical rod 11 in encrypted template support 1, lower vertical rod
Between spacing and quantity according to situations such as actual loading, foundation bearing, determined by theoretical calculation.Support crossbeam 2
The top of both sides encrypted template support 1 is erected at, generally, adjustable bracket is both provided with the top of close falsework 1 (in figure not
Show), by adjusting adjustable bracket all upper extreme points of encrypted template support 1 can be made coplanar, so that reaching makes support
The purpose of the level of crossbeam 2, can improve the resistance to overturning of support system 100.Upper mould support 3 is arranged at new branch
Support on crossbeam 2, be fixedly connected between encrypted template support 1, upper mould support 3 and support crossbeam 2 so that new branch
Support body system 100 turns into an entirety, further increases the resistance to overturning of support system 100.
With reference to Fig. 1 and Fig. 5, upper mould support 3 is included between the upper pright stanchion 31 that four rows are vertically arranged, the grade of four row's upper pright stanchion 31
Away from arrangement.In fact, the quantity of upper pright stanchion 31 be mainly according to the width of door opening position passway and with top institute it is loaded come
It is determined that, generally, the row of upper pright stanchion 31 uses the quantity determined in the present embodiment, and adjacent two rows upper pright stanchion 31 it
Between distance it is equal, upper load can be uniformly transferred to support crossbeam 2, it is to avoid produce excessive eccentric moment, improved
The resistance to overturning of support system 100.
Referring to figs. 1 to Fig. 5, support crossbeam 2 include set gradually from top to down top girder 21, intermediate beam 22 with
And bottom secondary beam 23, top girder 21 and bottom secondary beam 23 arrange that intermediate beam 22 is longitudinally arranged in level, bottom in horizontal cross
Secondary beam 23 is located at the top of encrypted template support 1, and the levelness of bottom secondary beam 23 is adjusted by adjustable bracket, and top girder 21 is located at
The bottom of falsework 23, intermediate beam is fixedly connected with top girder 21 and bottom secondary beam 23 respectively about 22.In improving
Between the reliability that is connected with top girder 21 and bottom secondary beam 23 of beam 22, by being welded to connect into one firmly between their threes
Entirety.Meanwhile, upper pright stanchion 31 and lower vertical rod 11 are fixedly connected with top girder 21 and bottom secondary beam 23 respectively also by welding,
On the one hand, the stability of support system 100 can be further improved, on the other hand because welding job can be advance
Fulfil ahead of schedule, the speed of falsework or scaffold is set up at the scene of improving；During dismounting, it can also integrally hang down, shorten
Time used in falsework or scaffold, improve the operating efficiency installed and removed.
With continued reference to Fig. 1 to Fig. 5, top girder 21 is No. 28 I-steel, and intermediate beam 22 and bottom secondary beam 23 are No. 18
I-steel.Because the span of top girder 21 is larger, the load being subject to is larger, may produce the amount of deflection of influence stability, and
The load that intermediate beam 22 and bottom secondary beam 23 are subject to is smaller, and span is smaller, so being calculated by strength and stability, considers
The other factors such as cost, by top girder 21 from No. 28 I-steel, and intermediate beam 22 and bottom secondary beam 23 are from No. 18 works
Word steel.
With continued reference to Fig. 1 to Fig. 5, top girder 21 and bottom secondary beam 23 respectively with upper pright stanchion 31, lower vertical rod 11 and centre
It is stress point at the position that beam 22 is contacted, the position of the correspondence stress point is set on top girder 21 and bottom secondary beam 23 respectively
The intensity and anti-bending strength of ribs 24, reinforced top girder 21 and bottom secondary beam 23 are put, support system is further improved
100 security.
In summary, the utility model provides the support system 100 of disk buckle type scaffold door opening position bracket, will encrypt mould
Board mount 1, upper mould support 3 and support crossbeam 2 are fixedly connected into an entirety, improve resistance to overturning；It is upper vertical
Bar 31 uniformly transfers load to support crossbeam 2, it is to avoid produce excessive eccentric moment, so that encrypted template support 1
The vertical stress of lower vertical rod 11, improves the resistance to overturning and security of support system 100；In addition, support crossbeam 2 with
It is fixedly connected between encrypted template support 1, upper mould support 3, the time that falsework is set up at the scene of effectively reducing disappears
Consumption, meanwhile, it can integrally be hung out during dismounting, the dismounting duration is shortened to a certain extent, improve the work installed and removed
Efficiency.
Foregoing description is only the description to the utility model preferred embodiment, not to any limit of the utility model scope
Calmly, the those of ordinary skill in the utility model field does according to the disclosure above content any change, modification, belonging to right will
Seek the protection domain of book.
Claims (6)
1. the support system of a discharge plate buckle type scaffold door opening position bracket, is the supporting construction set up by disk button scaffold tubes,
It is characterised in that it includes upper mould support and support above encrypted template support, door opening positioned at door opening both sides
Setting is vertically encrypted in lower vertical rod in crossbeam, the encrypted template support, and the support beam erection is adding described in both sides
Close falsework top, the upper mould support is arranged on the support crossbeam, the encrypted template support, described
It is fixedly connected between upper mould support and the support crossbeam.
2. the support system of disk buckle type scaffold door opening position as claimed in claim 1 bracket, it is characterised in that the upper mould
Board mount includes the upper pright stanchion that four rows are vertically arranged, and upper pright stanchion described in four rows is equally spaced.
3. the support system of disk buckle type scaffold door opening position as claimed in claim 2 bracket, it is characterised in that the new branch
Support crossbeam includes top girder, intermediate beam and the bottom secondary beam set gradually from top to down, the top girder and the bottom
Portion's secondary beam arranges that the intermediate beam is longitudinally arranged in level in horizontal cross, and the bottom secondary beam is located at the encrypted template branch
Frame top, the top girder be located at the upper mould support bottom, the intermediate beam up and down respectively with the top master
Beam is fixedly connected with the bottom secondary beam.
4. the support system of disk buckle type scaffold door opening position as claimed in claim 3 bracket, it is characterised in that the top master
Beam and the bottom secondary beam are welded and fixed and are connected with the upper mould support and the encrypted template support respectively, the centre
Beam is welded and fixed and is connected with the top girder and the bottom secondary beam respectively up and down.
5. the support system of disk buckle type scaffold door opening position as claimed in claim 3 bracket, it is characterised in that the top master
Beam is No. 28 I-steel, and the intermediate beam and the bottom secondary beam are No. 18 I-steel.
6. the support system of disk buckle type scaffold door opening position as claimed in claim 5 bracket, it is characterised in that the top master
It is stress point at the position that beam and the bottom secondary beam are contacted with the upper pright stanchion, the lower vertical rod and the intermediate beam respectively,
The position of the correspondence stress point sets ribs on the top girder and the bottom secondary beam respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621353767.3U CN206503348U (en) | 2016-12-09 | 2016-12-09 | The support system of one discharge plate buckle type scaffold door opening position bracket |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621353767.3U CN206503348U (en) | 2016-12-09 | 2016-12-09 | The support system of one discharge plate buckle type scaffold door opening position bracket |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206503348U true CN206503348U (en) | 2017-09-19 |
Family
ID=59843874
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621353767.3U Withdrawn - After Issue CN206503348U (en) | 2016-12-09 | 2016-12-09 | The support system of one discharge plate buckle type scaffold door opening position bracket |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206503348U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522531A (en) * | 2016-12-09 | 2017-03-22 | 上海建工二建集团有限公司 | Ring lock scaffold opening portion bracket supporting system |
| CN109577166A (en) * | 2018-11-30 | 2019-04-05 | 杭州江润科技有限公司 | On across active service highway door opening bracket and construction method |
-
2016
- 2016-12-09 CN CN201621353767.3U patent/CN206503348U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522531A (en) * | 2016-12-09 | 2017-03-22 | 上海建工二建集团有限公司 | Ring lock scaffold opening portion bracket supporting system |
| CN106522531B (en) * | 2016-12-09 | 2019-04-30 | 上海建工二建集团有限公司 | The support system of one discharge plate buckle type scaffold door opening position bracket |
| CN109577166A (en) * | 2018-11-30 | 2019-04-05 | 杭州江润科技有限公司 | On across active service highway door opening bracket and construction method |
| CN109577166B (en) * | 2018-11-30 | 2020-10-27 | 杭州江润科技有限公司 | Upper-span active highway door opening support and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170919 Effective date of abandoning: 20190430 |
|
| AV01 | Patent right actively abandoned |