CN209025434U - Steel reinforced concrete combines stiffness structure form bracing system - Google Patents
Steel reinforced concrete combines stiffness structure form bracing system Download PDFInfo
- Publication number
- CN209025434U CN209025434U CN201821325932.3U CN201821325932U CN209025434U CN 209025434 U CN209025434 U CN 209025434U CN 201821325932 U CN201821325932 U CN 201821325932U CN 209025434 U CN209025434 U CN 209025434U
- Authority
- CN
- China
- Prior art keywords
- steel column
- nut
- steel
- screw
- reinforced concrete
- 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
- Joining Of Building Structures In Genera (AREA)
Abstract
It can not be recycled for drawing screw rod in the prior art, Screw arbor with nut at both-ends is unable to satisfy the demand of concrete anchoring and in steel construction side wall site welding Screw arbor with nut at both-ends and the problem of welding quality is difficult to ensure, the present embodiment provides a kind of steel reinforced concretes to combine stiffness structure form bracing system, the support system uses screw shell, Screw arbor with nut at both-ends, exterior sheathing, vertical wooden flute, horizontal support bar pair, briquetting and nut, by the way that the screw shell being threadedly coupled with Screw arbor with nut at both-ends is fixed on the outside of steel column, it is directly welded on the outside of steel column instead of Screw arbor with nut at both-ends in the prior art, so that Screw arbor with nut at both-ends is recycled, reduce construction cost；The outer tube of anchorage effect is played by the end setting one of the separate steel column in the screw shell, so that screw shell plays the role of the effect that steel column is anchored in concrete by steel column peg together with outer tube, so as to extend the function of screw shell, the dosage of steel column peg is reduced, so as to further reduce the cost.
Description
Technical field
The utility model relates to the realm of building construction more particularly to a kind of steel reinforced concrete to combine stiffness structure shuttering supporting
System.
Background technique
In steel reinforced concrete combination stiffness structure system, in concrete structure column work progress, generally use to drawing spiral shell
Bar drawing sets supporting steel pipe and template, forms template system.Existing template system has a problem in that
1), shaped steel combination steel structure column sidewall weld Screw arbor with nut at both-ends can not recycle
In combination column with section steel and concrete structure, side wall concreting must install side form, usual side form fixation use pair
Draw the mode of screw rod fastening.Due to steel column structure force request, scene must not open up hole in steel column side wall and carry out screw rod to wearing
Operation, widespread practice are that Screw arbor with nut at both-ends is carried out to 90 ° of bendings, and unilateral welding is fixed in steel column side wall, and the other side is used for
Fixed side form, after the completion of concreting and maintenance, which is recycled without image of Buddha common screw.
2), steel reinforced concrete Screw arbor with nut at both-ends welding quality is difficult to ensure
At the scene to screw rod welding during, welding operation is limited by the technical level of operative employee.It, will if welding is insufficient
Cause Screw arbor with nut at both-ends drawknot insecure to generating quick-fried mould, if welding is excessive, and will cause stressing influence to steel construction ontology,
Site quality control is difficult.
3), the Screw arbor with nut at both-ends after welding can not play the role of meeting the anchoring of steel column peg
Since Screw arbor with nut at both-ends is light round steel, it is different from steel construction anchor bolt, the upset construction of Endless, therefore can not playing pair
The anchorage effect of concrete structure influences part-structure stress.
Utility model content
The purpose of this utility model is to provide a kind of steel reinforced concretes to combine stiffness structure form bracing system, solves existing
There is Screw arbor with nut at both-ends in technology that can not recycle, Screw arbor with nut at both-ends is unable to satisfy the demand of concrete anchoring and at steel construction side wall scene
Welding Screw arbor with nut at both-ends and welding quality the problem of being difficult to ensure.
In order to solve the above technical problems, the utility model provides the following technical solutions:
A kind of steel reinforced concrete combination stiffness structure form bracing system, several pairs of drawings including being set to steel column lateral surface
Screw support structure, the Screw arbor with nut at both-ends support construction include screw shell, Screw arbor with nut at both-ends, exterior sheathing, vertical wooden flute, horizontal branch
Strut is fixedly installed on the lateral surface of the steel column, briquetting and nut, the screw shell level, the screw shell
The end of separate steel column be equipped with an outer tube for playing anchorage effect, opened up on the exterior sheathing passed through for Screw arbor with nut at both-ends it is logical
Hole, one end of the Screw arbor with nut at both-ends are screwed into the screw shell after passing through exterior sheathing, and the other end of the Screw arbor with nut at both-ends is successively
It is fastened behind gap and briquetting across the gap of adjacent vertical wooden flute, horizontal support bar pair by the nut.
Preferably, in above-mentioned steel reinforced concrete combination stiffness structure form bracing system, the thickness of the outer tube
It is the steel bushing of screw shell length 1/5~2/5 for 3~8mm, width.
Preferably, in above-mentioned steel reinforced concrete combination stiffness structure form bracing system, the steel column and exterior sheathing
Between casting concrete.
Preferably, in above-mentioned steel reinforced concrete combination stiffness structure form bracing system, the cross section of the steel column
For hollow square, four sides of steel column casting concrete between corresponding exterior sheathing.
Preferably, in above-mentioned steel reinforced concrete combination stiffness structure form bracing system, the screw shell is in steel
Structure factory is welded on the lateral surface of steel column.
It preferably, further include several steel column bolts in above-mentioned steel reinforced concrete combination stiffness structure form bracing system
Nail, one end of the steel column peg are fixed on the lateral surface of steel column, and the steel column peg is distributed between adjacent thread sleeve.
By techniques disclosed above scheme it is found that compared with prior art, the beneficial effects of the utility model are as follows:
Steel reinforced concrete provided in this embodiment combines stiffness structure form bracing system, on the one hand, using will with to drawing
The screw shell of screw flight connection is fixed on the outside of steel column, is directly welded in outside steel column instead of Screw arbor with nut at both-ends in the prior art
Side reduces construction cost so that Screw arbor with nut at both-ends is achieved recycling.On the other hand, by the separate of the screw shell
The outer tube of anchorage effect is played in the end setting one of steel column, so that screw shell plays the work of steel column peg together with outer tube
The dosage of steel column peg is reduced so as to extend the function of screw shell with the effect that steel column is anchored in concrete, from
And it can further reduce the cost.In another aspect, the screw shell is on the lateral surface that steel construction factory is welded in steel column, it can
The technical level of operative employee is limited by avoid the site welding operation of screw shell and steel column, and then can be to avoid welding deficiency
Cause Screw arbor with nut at both-ends drawknot insecure to generate quick-fried mould and welding and excessively cause adverse effect to steel construction ontology.
Detailed description of the invention
Fig. 1 is that the steel reinforced concrete of an embodiment of the present invention combines the structural representation of stiffness structure form bracing system
Figure；
Fig. 2 is the cross-sectional view of the steel column of an embodiment of the present invention；
Fig. 3 is the schematic view of facade structure of steel column and screw shell in an embodiment of the present invention；
In figure: 1- steel column, 2- screw shell, 3- Screw arbor with nut at both-ends, 4- exterior sheathing, 5- wooden flute, 6- horizontal support bar press, 7-
Block, 8- nut, 9- outer tube, 10- steel column peg, 11- filling concrete liquid level.
Specific embodiment
The utility model is described in further detail below in conjunction with the drawings and specific embodiments.Below will by it is cited it
The technology contents and feature of the utility model are described in detail in embodiment combination attached drawing.Need in addition it illustrate, attached drawing is all made of non-
Often simplified form and use non-accurate ratio, only to it is convenient, lucidly aid in illustrating the utility model embodiment
Purpose.For sake of convenience, "upper" described below, "lower" are consistent with the upper and lower direction of attached drawing, but this can't be this reality
With the limitation of new technique scheme.
It please refers to Fig.1 to Fig.3, present embodiment discloses a kind of steel reinforced concretes to combine stiffness structure form bracing system,
Several Screw arbor with nut at both-ends support constructions including being set to 1 lateral surface of steel column, the Screw arbor with nut at both-ends support construction includes screw shell
2, to 6, briquetting 7 and nut 8, the screw shell 2 is horizontal for Screw arbor with nut at both-ends 3, exterior sheathing 4, vertical wooden flute 5, horizontal support bar
It is fixedly installed on the lateral surface of the steel column 1, the end of the separate steel column 1 of the screw shell 2 is equipped with one and plays anchoring work
Outer tube 9, the through-hole passed through for Screw arbor with nut at both-ends 3 is opened up on the exterior sheathing 4, and one end of the Screw arbor with nut at both-ends 3 passes through outer
It is screwed into after template 4 in the screw shell 2, the other end of the Screw arbor with nut at both-ends 3 sequentially passes through between adjacent vertical wooden flute 5
It is fastened behind gap and briquetting 7 between gap, horizontal support bar pair by the nut 8.
Steel reinforced concrete provided in this embodiment combines stiffness structure form bracing system, on the one hand, using will with to drawing
The screw shell 2 that screw rod 3 is threadedly coupled is fixed on 1 outside of steel column, is directly welded in steel column instead of Screw arbor with nut at both-ends 3 in the prior art
1 outside, so that Screw arbor with nut at both-ends 3 is achieved recycling, reduces construction cost；On the other hand, by the screw shell 2
The outer tube 9 of anchorage effect is played in end setting one far from steel column 1, so that screw shell 2 plays steel column with outer tube 9 together
Steel column 1 is anchored in the effect of concrete by the effect of peg 10, so as to extend the function of screw shell 2, reduces steel column
The dosage of peg 10, so as to further reduce the cost.
Preferably, in above-mentioned steel reinforced concrete combination stiffness structure form bracing system, the screw shell 2 is in steel
Structure factory is welded on the lateral surface of steel column 1, can be limited by behaviour to avoid the site welding operation of screw shell 2 and steel column 1
The technical level of workmanship, and then can be to avoid happening as follows: if welding is insufficient, it is insecure to will lead to 3 drawknot of Screw arbor with nut at both-ends
To generate quick-fried mould；If welding is excessive, and will cause stressing influence to 1 ontology of steel column, Site quality control is difficult.
Preferably, in above-mentioned steel reinforced concrete combination stiffness structure form bracing system, the thickness of the outer tube 9
Degree is 3~8mm, the steel bushing that width is 2 length 1/5~2/5 of screw shell.In the present embodiment, the outer tube 9 with a thickness of
The steel bushing of 5mm.Outer tube 9 using the above structure can play preferable anchorage effect and can reduce outer tube 9 as far as possible
Steel dosage.
Preferably, in above-mentioned steel reinforced concrete combination stiffness structure form bracing system, the steel column 1 and external mold
Casting concrete between plate 4.In the present embodiment, in above-mentioned steel reinforced concrete combination stiffness structure form bracing system, institute
The cross section for stating steel column 1 is hollow square, and four sides of the steel column 1 pour coagulation between corresponding exterior sheathing 4
Soil, to form steel reinforced concrete combination stiffness structure.
It preferably, further include several steel column bolts in above-mentioned steel reinforced concrete combination stiffness structure form bracing system
Nail 10, one end of the steel column peg 10 is fixed on the lateral surface of steel column 1, and the steel column peg 10 is distributed in adjacent thread set
Between cylinder 2.Steel column peg 10 and screw shell 2 and outer tube 9 play together anchors steel column 1 and concrete together
Effect improves the whole strong of steel reinforced concrete combination stiffness structure so that the connection between steel column 1 and concrete is relatively reliable
Degree.
Please continue to refer to Fig. 1 to Fig. 3, the construction of the steel reinforced concrete combination stiffness structure form bracing system of the present embodiment
Method includes the following steps:
Screw shell 2 and steel column peg 10 are welded in four lateral surfaces of steel column 1 in steel construction processing factory by step 1
On, the end of the separate steel column 1 of screw shell 2 has been equipped with the outer tube 9 of anchorage effect, the screw shell 2 and steel column peg
10 interval settings.It is fixed on 1 outside of steel column using by the screw shell being threadedly coupled with Screw arbor with nut at both-ends 32, instead of in the prior art
Screw arbor with nut at both-ends 3 is directly welded in 1 outside of steel column, so that Screw arbor with nut at both-ends 3 is achieved recycling, reduces construction cost.
Step 2 is threaded into sleeve 2 after one end of Screw arbor with nut at both-ends 3 is passed through exterior sheathing 4.
Step 3, the other end of Screw arbor with nut at both-ends 3 successively the gap of the adjacent vertical wooden flute 5 of drawing-in, horizontal support bar between 6
It is fastened after gap and briquetting 7 by nut 8.
Step 4, the casting concrete in the space that steel column 1 and exterior sheathing 4 are formed, the outer tube 9 in 2 outside of screw shell
Together with steel column peg 10 is jointly by steel column 1 with concrete anchoring.Pass through the end of the separate steel column 1 in the screw shell 2
The outer tube 9 of anchorage effect is played the role of in portion's setting one, so that screw shell 2 plays steel column peg 10 with outer tube 9 together
Steel column 1 is anchored in the effect of concrete, so as to extend the function of screw shell 2, reduces the dosage of steel column peg 10,
So as to further reduce the cost.
In conclusion steel reinforced concrete provided in this embodiment combines stiffness structure form bracing system, on the one hand, use
The screw shell 2 being threadedly coupled with Screw arbor with nut at both-ends 3 is fixed on 1 outside of steel column, is directly welded instead of Screw arbor with nut at both-ends 3 in the prior art
It is connected to 1 outside of steel column, so that Screw arbor with nut at both-ends 3 is achieved recycling, reduces construction cost；On the other hand, by the spiral shell
The outer tube 9 of anchorage effect is played in the end setting one of the separate steel column 1 of line sleeve 2, so that screw shell 2 and outer tube 9 one
Play the role of steel column peg 10 and steel column 1 is anchored in concrete, so as to extend the function of screw shell 2
Can, the dosage of steel column peg 10 is reduced, so as to further reduce the cost.In another aspect, the screw shell 2 is in steel knot
Structure factory is welded on the lateral surface of steel column 1, can be limited by operation to avoid the site welding operation of screw shell 2 and steel column 1
The technical level of work, and then 3 drawknot of Screw arbor with nut at both-ends can be caused insecure to avoid welding deficiency to generate quick-fried mould and welding
Excessively cause the adverse effect to steel construction ontology.
Foregoing description is only the description to the utility model preferred embodiment, not to any limit of the scope of the utility model
Fixed, any change, the modification that the those of ordinary skill in the utility model field does according to the disclosure above content belong to right and want
Seek the protection scope of book.
Claims (6)
1. a kind of steel reinforced concrete combines stiffness structure form bracing system, which is characterized in that including being set to steel column lateral surface
Several Screw arbor with nut at both-ends support constructions, the Screw arbor with nut at both-ends support construction includes screw shell, Screw arbor with nut at both-ends, exterior sheathing, vertical
Wooden flute, horizontal support bar are fixedly installed on the lateral surface of the steel column, briquetting and nut, the screw shell level,
The end of the separate steel column of the screw shell is equipped with an outer tube for playing anchorage effect, opens up on the exterior sheathing for drawing
The through-hole that screw rod passes through, one end of the Screw arbor with nut at both-ends are screwed into the screw shell after passing through exterior sheathing, the Screw arbor with nut at both-ends
The other end sequentially pass through after gap and briquetting between the gap of adjacent vertical wooden flute, horizontal support bar pair by the nut
Fastening.
2. steel reinforced concrete as described in claim 1 combines stiffness structure form bracing system, which is characterized in that the housing
Pipe is the steel bushing of screw shell length 1/5~2/5 with a thickness of 3~8mm, width.
3. steel reinforced concrete as described in claim 1 combines stiffness structure form bracing system, which is characterized in that the steel column
The casting concrete between exterior sheathing.
4. steel reinforced concrete as described in claim 1 combines stiffness structure form bracing system, which is characterized in that the steel column
Cross section be hollow square, four sides of steel column casting concrete between corresponding exterior sheathing.
5. steel reinforced concrete as described in claim 1 combines stiffness structure form bracing system, which is characterized in that the screw thread
Sleeve is on the lateral surface that steel construction factory is welded in steel column.
6. steel reinforced concrete as described in claim 1 combines stiffness structure form bracing system, which is characterized in that if further including
One end of dry steel column peg, the steel column peg is fixed on the lateral surface of steel column, and the steel column peg is distributed in adjacent thread
Between sleeve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821325932.3U CN209025434U (en) | 2018-08-16 | 2018-08-16 | Steel reinforced concrete combines stiffness structure form bracing system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821325932.3U CN209025434U (en) | 2018-08-16 | 2018-08-16 | Steel reinforced concrete combines stiffness structure form bracing system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209025434U true CN209025434U (en) | 2019-06-25 |
Family
ID=66875380
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821325932.3U Active CN209025434U (en) | 2018-08-16 | 2018-08-16 | Steel reinforced concrete combines stiffness structure form bracing system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209025434U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109025271A (en) * | 2018-08-16 | 2018-12-18 | 上海建工七建集团有限公司 | Steel reinforced concrete combines stiffness structure form bracing system and its construction method |
-
2018
- 2018-08-16 CN CN201821325932.3U patent/CN209025434U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109025271A (en) * | 2018-08-16 | 2018-12-18 | 上海建工七建集团有限公司 | Steel reinforced concrete combines stiffness structure form bracing system and its construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206616862U (en) | Formwork root bracing means | |
| CN208329684U (en) | The temporary reinforcing device of Drum Tower of Dong Minority building | |
| CN112609980A (en) | Construction method of post-cast strip back-jacking aluminum alloy single-column | |
| CN105239726B (en) | The prefabricated combined special-shaped power consumption post of steel reinforced concrete | |
| CN105275203B (en) | Extensible canopy and the adjustable die system and the construction method of the mould bases using its making | |
| CN109322482A (en) | A kind of cast-in-place wall column formwork of convenient adjustable reinforces support construction and its construction method | |
| CN209025434U (en) | Steel reinforced concrete combines stiffness structure form bracing system | |
| CN108589914A (en) | A kind of Self-resetting frame structure and construction method | |
| CN103088842A (en) | Rubble retaining wall reinforced single-face pattern plate support system and construction method | |
| CN107237437A (en) | Combined type reinforced truss floor support plate and its construction method | |
| CN107299789A (en) | The beam-ends Combined adjustable power consumption connection component of assembly concrete framework | |
| CN109025271A (en) | Steel reinforced concrete combines stiffness structure form bracing system and its construction method | |
| CN208792630U (en) | A kind of vertical muscle anchor structure of the micro- vibration column of wafer board | |
| CN207092331U (en) | Combined type reinforced truss floor support plate | |
| CN109972839A (en) | A kind of shear wall formwork formwork erecting structure for building and construction method | |
| CN1959034A (en) | Adjustable quick dismountable steel support of roof plate template | |
| CN107447857A (en) | The replaceable power consumption connection component of beam-ends of assembly concrete framework | |
| CN112627034A (en) | Synchronous construction method for turning over mold of high pier of bridge | |
| CN207794742U (en) | The beam-ends Combined adjustable energy consumption connection component of assembly concrete frame | |
| CN209798774U (en) | Anchor sealing concrete template for rock-soil high slope anchor cable support | |
| CN209339309U (en) | A kind of assembly concrete column column connected node | |
| CN113585728B (en) | Assembled composite floor post-cast strip formwork system | |
| CN105952045A (en) | Pre-stress post-pouring floor construction method | |
| CN206858019U (en) | A kind of new attached wall embedded parts structure of derrick crane | |
| CN206873942U (en) | The anti-side steel bar rod reinforcing member of basement shear wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |