CN207376806U - A kind of steel construction hold-down support - Google Patents
A kind of steel construction hold-down support Download PDFInfo
- Publication number
- CN207376806U CN207376806U CN201721364680.0U CN201721364680U CN207376806U CN 207376806 U CN207376806 U CN 207376806U CN 201721364680 U CN201721364680 U CN 201721364680U CN 207376806 U CN207376806 U CN 207376806U
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- China
- Prior art keywords
- steel construction
- plate
- hold
- down support
- support base
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 58
- 239000010959 steel Substances 0.000 title claims abstract description 58
- 238000010276 construction Methods 0.000 title claims abstract description 44
- 238000009434 installation Methods 0.000 claims abstract description 10
- 239000003351 stiffener Substances 0.000 claims description 10
- 238000005728 strengthening Methods 0.000 claims description 8
- 238000007789 sealing Methods 0.000 claims description 4
- 238000000034 method Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 241000276425 Xiphophorus maculatus Species 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a kind of steel construction hold-down supports, its key points of the technical solution are that including support base, the bearing seat being fixed in support base, bearing seat includes weight tray, it is fixed on the weight tray that there are four connected supporting vertical plates, the upper surface of four supporting vertical plates forms to install the platform of steel construction, by Steel Structure Installation on the platform, support base plays supporting vertical plate firm supporting role, it is used cooperatively by support base and bearing seat, so that the hold-down support has higher fastness, so as to increase the bonding strength between the girder steel end of vestibule steel construction and building main body.
Description
Technical field
The utility model is related to building element, more particularly to a kind of steel construction hold-down support.
Background technology
With flourishing for construction industry, it was noted that more and more multilayer structures are widely used in respectively
In class commercial building.Architectural image makes rapid progress, and double tower even multi-tower structure form is more and more common, for traffic between multitower
Convenient and Facade form beauty, is usually linked together more high buildings using vestibule.It is connected between building by vestibule,
Form connected multi-towers structural system.
It is the vestibule that steel construction is set between concrete structure in the prior art, the intensity of steel construction is high, elasticity modulus
The ratio of height, density and yield strength is relatively low, thus the member section of steel construction is small under similary stress condition, dead weight
Gently.But when running into significant shock, since the dynamic characteristics of connected multi-towers structure each several part is different, rigidity and quality are not yet
In detail.When geological process occurs, the girder steel end of vestibule steel construction also easily departs from building main body, generates total Collapse and shows
As.
Utility model content
The purpose of this utility model is to provide a kind of steel construction hold-down support, dramatically increases the girder steel end of vestibule steel construction
With the bonding strength between building main body.
The above-mentioned technical purpose of the utility model technical scheme is that：
A kind of steel construction hold-down support, including support base, the bearing seat being fixed in support base, the bearing seat bag
Include weight tray, fixed on the weight tray there are four connected supporting vertical plate, the upper surface shapes of four supporting vertical plates
Into for installing the platform of steel construction.
By using above-mentioned technical proposal, the upper surface of four supporting vertical plates forms platform, and Steel Structure Installation is put down at this
On platform, support base plays supporting vertical plate firm supporting role, is used cooperatively by support base and bearing seat so that should
Hold-down support has higher fastness, strong so as to increase the connection between the girder steel end of vestibule steel construction and building main body
Degree.
The utility model is further arranged to：The support base includes at least one layer of strengthening steel slab, the strengthening steel slab
Including installing plate and fixed plate, the installing plate is embedded in concrete walls body, and the fixed plate protrudes from concrete wall
Upper surface.
By using above-mentioned technical proposal, according to different reinforcing demands, different layers of strengthening steel slabs are set, so as to suitable
Answer the steel construction of different weight；Installing plate is embedded in concrete walls body, is added between support base and concrete wall
Being firmly combined with property, the associativity of the support base and concrete wall is higher, significantly improves the stability of the hold-down support.
The utility model is further arranged to：Several mounting holes are reserved on the installing plate, are connected on the mounting hole
It is connected to inject the fixed link in concrete walls body.
By using above-mentioned technical proposal, mounting hole is reserved on installing plate, fixed link injects coagulation after passing through mounting hole
In cob wall body, the contact area between installing plate and concrete wall is added, further improves installing plate and concrete walls
Being firmly combined with property between body.
The utility model is further arranged to：The fixed link be l-shaped rod, the vertical portion and installing plate of the fixed link
It is connected, the horizontal component of the fixed link is injected in concrete walls body.
By using above-mentioned technical proposal, for vertical bar, the fixed link of L-type respectively from vertical direction with level
Direction is realized carries out /V to support base, further enhances the stability between installing plate and concrete wall.
The utility model is further arranged to：The side wall of the supporting vertical plate is being equipped with reinforcing rib along in its short transverse
Plate, the side sectional shape of the stiffener plate is half frame-shaped.
By using above-mentioned technical proposal, stiffener plate is arranged on the side wall of supporting vertical plate, supporting vertical plate to be lamellar,
Stiffener plate forms stereochemical structure with supporting vertical plate, is conducive to improve the stability of strutting system to steel construction.
The utility model is further arranged to：The supporting vertical plate is equipped with the rack perpendicular to steel construction, described to put
Put the installation space for being reserved with to wear steel construction on frame.
By using above-mentioned technical proposal, rack is connected in supporting vertical plate, steel construction is threaded through in installation space, right
Steel construction plays good position-limiting action, so as to reduce the dislocation of steel construction.
The utility model is further arranged to：One end shape of the rack is for the I-shaped of sealing end.
By using above-mentioned technical proposal, there is installation space in rack, installation space alleviates the weight of rack, drop
The low structural strength of rack, one end of rack is in I-shaped, and on the one hand the sealing end available for rack, on the other hand has
Beneficial to the structural strength for improving the rack.
In conclusion the utility model has the advantages that：
1st, the utility model provides a kind of hold-down support of steel construction, is used cooperatively using support base and bearing seat,
Support base adds the bonding strength between the bearing and concrete wall, and bearing seat is supported steel construction, so as to make
The standby hold-down support with excellent fastness；
2nd, the installing plate in support base is embedded on concrete wall, while is connected with and is injected in concrete walls body
By the mutual constraint of installing plate and fixed link, it is steady to further enhance structure of the support base in concrete walls body for fixed link
It is qualitative；
3rd, stereochemical structure is formed using stiffener plate cooperation supporting vertical plate, is conducive to improve the enabling capabilities to steel construction.
Description of the drawings
Fig. 1 is the front view of embodiment hold-down support；
Fig. 2 is the enlarged drawing at A in Fig. 1；
Fig. 3 is the side view of embodiment hold-down support；
Fig. 4 is the top view of embodiment hold-down support.
In figure：1st, support base；11st, strengthening steel slab；111st, installing plate；112nd, fixed plate；2nd, bearing seat；21st, bottom is carried
Plate；22nd, supporting vertical plate；3rd, steel construction；4th, concrete wall；5th, mounting hole；6th, fixed link；7th, stiffener plate；8th, rack；
81st, installation space.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment：
A kind of steel construction hold-down support, as shown in Figure 1, including support base 1, the bearing seat 2 of support base 1 is fixed on,
As shown in Fig. 2, bearing seat 2 includes weight tray 21, fixed on weight tray 21 there are four connected supporting vertical plate 22, four branch
The upper surface of support riser 22 forms to install the platform of steel construction 3.
As shown in Fig. 2, support base 1 includes at least one layer of strengthening steel slab 11, one layer is chosen in the present embodiment, strengthening steel slab
11 include installing plate 111 and fixed plate 112, and installing plate 111 and fixed plate 112 are square platy structure, installing plate 111
The length of side is more than the length of side of fixed plate 112, and installing plate 111 is embedded in concrete wall 4, and fixed plate 112 protrudes from concrete walls
The upper surface of body 4 ensure that the connectivity robustness of the support base 1 and concrete wall 4.
It it is preferably four, four mounting holes 5 are being installed as shown in Fig. 2, being reserved with several mounting holes 5 on installing plate 111
It is symmetrical arranged on plate 111, fixed link 6 is connected on mounting hole 5, fixed link 6 is L-shaped, and the vertical portion of fixed link 6 is in vertical side
To the contact area for adding installing plate 111 and concrete wall 4, as shown in Figure 1, the horizontal component of fixed link 6 is from level side
To the contact area added between installing plate 111 and concrete wall 4, support base 1 and concrete wall 4 are further enhanced
Between connective stability.
As shown in Fig. 2, the side wall of supporting vertical plate 22 is being equipped with stiffener plate 7, the side of stiffener plate 7 along in its short transverse
Cross sectional shape is half frame-shaped（As shown in Figure 4）, stiffener plate 7 coordinate supporting vertical plate 22 form stereochemical structure, improve to steel construction 3
Enabling capabilities.
As shown in figure 3, the top of supporting vertical plate 22 is connected with rack 8, rack 8 is set perpendicular to steel construction 3, is placed
Installation space 81 is reserved in frame 8, one end shape of rack 8 is for the I-shaped of sealing end, when installing steel construction 3, by steel
Structure 3 is threaded through in installation space 81, and rack 8 carries out /V to steel construction 3, is conducive to improve steel construction 3 and concrete walls
Stable connection between body 4.
This specific embodiment is only explanation to the utility model, is not the limitation to the utility model, ability
Field technique personnel can as needed make the present embodiment the modification of no creative contribution after this specification is read, but
As long as it is all protected in the right of the utility model be subject to Patent Law.
Claims (7)
1. a kind of steel construction hold-down support, it is characterised in that：Including support base (1), the carrying being fixed in support base (1)
Seat (2), the bearing seat (2) include weight tray (21), and fixed on the weight tray (21) there are four connected supports to stand
Plate (22), the upper surface of four supporting vertical plates (22) form to install the platform of steel construction (3).
2. a kind of steel construction hold-down support according to claim 1, it is characterised in that：The support base (1) is included extremely
Few one layer of strengthening steel slab (11), the strengthening steel slab (11) include installing plate (111) and fixed plate (112), the installing plate
(111) it is embedded in concrete wall (4), the fixed plate (112) protrudes from the upper surface of concrete wall (4).
3. a kind of steel construction hold-down support according to claim 2, it is characterised in that：It is reserved on the installing plate (111)
There are several mounting holes (5), be connected with to inject the fixed link (6) in concrete wall (4) on the mounting hole (5).
4. a kind of steel construction hold-down support according to claim 3, it is characterised in that：The fixed link (6) is l-shaped rod,
The vertical portion of the fixed link (6) is connected with installing plate (111), and the horizontal component of the fixed link (6) injects concrete walls
In body (4).
5. a kind of steel construction hold-down support according to claim 1, it is characterised in that：The side wall of the supporting vertical plate (22)
Stiffener plate (7) is being equipped with along in its short transverse, the side sectional shape of the stiffener plate (7) is half frame-shaped.
6. a kind of steel construction hold-down support according to claim 1, it is characterised in that：The supporting vertical plate (22) is equipped with
Rack (8) perpendicular to steel construction (3) is reserved with to wear the installation space of steel construction (3) on the rack (8)
(81)。
7. a kind of steel construction hold-down support according to claim 6, it is characterised in that：One end shape of the rack (8)
Shape is for the I-shaped of sealing end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721364680.0U CN207376806U (en) | 2017-10-20 | 2017-10-20 | A kind of steel construction hold-down support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721364680.0U CN207376806U (en) | 2017-10-20 | 2017-10-20 | A kind of steel construction hold-down support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207376806U true CN207376806U (en) | 2018-05-18 |
Family
ID=62336751
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721364680.0U Expired - Fee Related CN207376806U (en) | 2017-10-20 | 2017-10-20 | A kind of steel construction hold-down support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207376806U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951864A (en) * | 2018-06-25 | 2018-12-07 | 五冶集团上海有限公司 | A kind of the displacement support and support construction of latticed shell structure |
| CN112854817A (en) * | 2021-01-07 | 2021-05-28 | 中国建筑第八工程局有限公司 | Connecting structure for structural beam and support frame and method thereof |
-
2017
- 2017-10-20 CN CN201721364680.0U patent/CN207376806U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951864A (en) * | 2018-06-25 | 2018-12-07 | 五冶集团上海有限公司 | A kind of the displacement support and support construction of latticed shell structure |
| CN112854817A (en) * | 2021-01-07 | 2021-05-28 | 中国建筑第八工程局有限公司 | Connecting structure for structural beam and support frame and method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180518 |