CN209066608U - A kind of flexible connecting structure of steel-structure factory building steel plate wall and old workshop brick wall - Google Patents
A kind of flexible connecting structure of steel-structure factory building steel plate wall and old workshop brick wall Download PDFInfo
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- CN209066608U CN209066608U CN201821659492.5U CN201821659492U CN209066608U CN 209066608 U CN209066608 U CN 209066608U CN 201821659492 U CN201821659492 U CN 201821659492U CN 209066608 U CN209066608 U CN 209066608U
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- China
- Prior art keywords
- wall
- buttress
- purlin support
- support plate
- workshop
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 62
- 239000010959 steel Substances 0.000 title claims abstract description 62
- 239000011449 brick Substances 0.000 title claims abstract description 34
- 210000003205 muscle Anatomy 0.000 claims abstract description 6
- 238000000034 method Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 241000785681 Sander vitreus Species 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
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Abstract
The utility model discloses the flexible connecting structures of kind of steel-structure factory building steel plate wall and old workshop brick wall, including buttress, the buttress of adding is arranged in proposed workshop and old workshop junction, buttress is linked together with old workshop brick wall using the technical measures of setting through-wall bolt and joint face dabbing, and buttress is internally provided with pre-embedded steel slab, it is provided with four buttress at the internal edge of buttress and indulges muscle, one end of the pre-embedded steel slab is provided with two pre-embedded steel slab dowels, the front end face of pre-embedded steel slab is fixedly welded with purlin support part, the upper surface of purlin support part is provided with purlin support plate, the utility model can satisfy the temperature deformation and antidetonation deformation requirements of new and old workshop by the flexible connecting structure of setting steel-structure factory building steel plate wall and old workshop brick wall, without carrying out chemically-planted steel bar on brick wall, it can satisfy the matter of engineering Amount requires.
Description
Technical field
The utility model relates to building field, specially a kind of steel-structure factory building steel plate wall and the flexible of old workshop brick wall connect
Binding structure.
Background technique
Steel-structure factory building steel plate wall and old workshop brick wall during the connection process, since the materials variances of the two is larger, it is difficult to
Connection, existing technology usually require to carry out chemically-planted steel bar on brick wall, and such connection type, structure is complicated, joint efficiency
It is lower, and the molding cycle of chemically-planted steel bar is longer, cannot timely come into operation, and junction is easy to be affected by temperature hair
Raw fracture, while the intensity of junction is lower, shock resistance is weaker.
Summary of the invention
The purpose of this utility model is to provide the flexible connection knots of a kind of steel-structure factory building steel plate wall and old workshop brick wall
Structure, to solve the problems mentioned in the above background technology.
To achieve the above object, the utility model provides the following technical solutions:
A kind of flexible connecting structure of steel-structure factory building steel plate wall and old workshop brick wall, including buttress, described add are helped
Pilaster setting is in proposed workshop and old workshop brick wall junction, and buttress and old workshop brick wall are using setting through-wall bolt and connection
The technical measures of face dabbing are linked together, and buttress is internally provided with pre-embedded steel slab, is provided at the internal edge of buttress
Four buttress indulge muscle, and one end of the pre-embedded steel slab is provided with two pre-embedded steel slab dowels, and the front end face of pre-embedded steel slab is fixed
It is welded with purlin support part, the upper surface of purlin support part is provided with purlin support plate, and the purlin support plate upper surface is new along connection
The wall purlin length direction of old workshop opens up the slotted hole there are two same shape, and it is new that the upper surface of purlin support plate is provided with connection
The wall purlin of old workshop, the lower end surface of purlin support plate are provided with purlin support plate ribs, and the slotted hole is internally provided with connection
The upper end of bolt, the connection bolt is located at the upper surface for connecting the wall purlin of new and old workshop, and the lower end for connecting bolt is mounted on
The lower end surface of purlin support plate.
Preferably, the end face that the through-wall bolt is located at buttress one end is fixedly connected with anchor plate, and through-wall bolt is logical
It crosses former and later two fixture nuts and is fixedly connected with counterfort column tie-bar with old workshop brick wall.
Preferably, it is connected between the T-type guide rail and pre-embedded steel slab of the purlin support plate right side by T-slot, and pre-buried
The upper surface of steel plate is provided with screw, which runs through the T-type guide rail of purlin support plate end face and extend to the inside of pre-embedded steel slab.
Preferably, the upper end of the purlin support plate ribs is fixedly welded on the lower end surface of purlin support plate, and purlin support plate adds
The lower end of strong rib is tilted to the right, and the lower end surface of purlin support plate ribs is fixedly welded on the left side of pre-embedded steel slab.
Compared with prior art, the utility model has the beneficial effects that the utility model passes through setting flexible connecting structure,
So that there are temperature to suture aseismatic joint for the junction of old workshop brick wall and steel-structure factory building steel plate wall, so that at wall connecting
Higher intensity is able to maintain in the environment for expanding with heat and contract with cold or shaking, it is survivable；Setting through-wall bolt is improved, realizes buttress
With the connection of old brick wall, while using pre-embedded steel slab and purlin support part connection so that connection bolt at slotted hole will connect
The wall purlin of new and old workshop is connect with purlin support plate, and then meets new and old workshop along the dilatation of purlin length direction；Pass through
The T-slot being arranged between purlin support plate and pre-embedded steel slab is cooperatively connected, so that connection between the two is more firm, further
The intensity of junction is strengthened, so that the stress between purlin support plate and pre-embedded steel slab is more reasonable.Compared with prior art, originally
The steel-structure factory building steel plate wall of utility model setting and the flexible connecting structure of old workshop brick wall can satisfy the temperature of new and old workshop
Degree deformation and antidetonation deformation requirements, without carrying out chemically-planted steel bar on brick wall, it will be able to which the quality requirement for meeting engineering has
Higher practical value.
Detailed description of the invention
Fig. 1 is a layer plane figure of the utility model, signal steel-structure factory building steel plate wall and old workshop brick wall in the figure
Plan-position at flexible connection；
Fig. 2 is the gable elevation of the A visual direction of the utility model, signal steel-structure factory building steel plate wall and old workshop in the figure
Elevation at the flexible connection of brick wall；
Fig. 3 is the way detail drawing at the flexible connection of the steel-structure factory building steel plate wall and old workshop brick wall of the utility model,
Each component in the figure in signal flexible connection way；
Fig. 4 is A-A sectional view in Fig. 3 of the utility model；
Fig. 5 is B-B sectional view in Fig. 3 of the utility model.
In figure: 1 buttress, 11 buttress indulge muscle, 12 counterfort column tie-bars, 13 through-wall bolts, 131 fixture nuts, 132 anchorings
Steel plate, 2 pre-embedded steel slabs, 21 pre-embedded steel slab dowels, 3 purlin support parts, 31 purlin support plates, 32 purlin support plate ribs, 33 slotted holes,
Wall purlin, the 5 old workshop brick walls, 6 proposed workshops of 34 connection bolts, the 4 new and old workshops of connection.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Fig. 1-5 is please referred to, the utility model provides a kind of technical solution:
A kind of flexible connecting structure of steel-structure factory building steel plate wall and old workshop brick wall, including buttress 1, add buttress
1 setting in proposed workshop 6 and old 5 junction of workshop brick wall, buttress 1 and old workshop brick wall 5 using setting through-wall bolt 13 and
The technical measures of joint face dabbing are linked together, and buttress 1 is internally provided with pre-embedded steel slab 2, at the internal edge of buttress 1
It is provided with four buttress and indulges muscle 11,1 section of buttress is generally 250X250mm, and buttress indulges muscle 11 and is generally 4 Φ 12, helps
Pilaster stirrup 12 is generally Φ 6X200, and buttress concrete generally uses C25 label, and proposed workshop 6 is by portal-rigid frames steel
Beam is cooperatively connected to be formed with portal-rigid frames steel column.
One end of pre-embedded steel slab 2 is provided with two pre-embedded steel slab dowels 21, and the front end face of pre-embedded steel slab 2 is fixedly welded with purlin
Part 3 is held in the palm, it is 200mm that 2 section of pre-embedded steel slab, which is generally buttress width, and pre-embedded steel slab dowel 21 is generally 4 Φ 12.
The routinely way of purlin support part 3,33 length of slotted hole on purlin support plate 31 are generally 100mm, purlin support part 3
Upper surface is provided with purlin support plate 31, is connected between the T-type guide rail and pre-embedded steel slab 2 of 31 right side of purlin support plate by T-slot,
And the upper surface of pre-embedded steel slab 2 is provided with screw, which runs through the T-type guide rail of 31 end face of purlin support plate and extends to pre-buried steel
The inside of plate 2,31 upper surface of purlin support plate open up that there are two same shapes along 4 length direction of wall purlin for connecting new and old workshop
Slotted hole 33, the upper surface of purlin support plate 31 are provided with the wall purlin 4 for connecting new and old workshop, the lower end surface setting of purlin support plate 31
There is purlin support plate ribs 32, the upper end of purlin support plate ribs 32 is fixedly welded on the lower end surface of purlin support plate 31, purlin support
The lower end of plate ribs 32 is tilted to the right, and the lower end surface of purlin support plate ribs 32 is fixedly welded on the left end of pre-embedded steel slab 2
Face, slotted hole 33 are internally provided with connection bolt 34, and the upper end of connection bolt 34 is located at the upper of the wall purlin 4 for connecting new and old workshop
The lower end of end face, connection bolt 34 is mounted on the lower end surface of purlin support plate 31.
Before the end face that through-wall bolt 13 is located at 1 one end of buttress is fixedly connected with anchor plate 132, and through-wall bolt 13 passes through
Counterfort column tie-bar 12 is fixedly connected by latter two fixture nut 131 with old Brick wall 5, and 13 diameter of through-wall bolt generally uses Φ
16, it is generally 600mm along short transverse spacing, the anchor plate 132 of end is typically no less than 100x100mm, with a thickness of 12mm.
Construction procedure: construction procedure routinely has been constructed after portal-rigid frames beam column, in proposed workshop 6 and old workshop brick wall
5 junctions do joint face by the position of buttress 1 and do dabbing processing, then punch wall eye by the position of through-wall bolt 13, next
Step installation through-wall bolt 13, the anchor plate 132 of 13 end of through-wall bolt before installation, first welded with screw rod, screw on one
A fixture nut 131, then screw rod is inserted into eye through walls, it screws on another fixture nut 131 and is fixed.Then buttress is bound
Reinforcing bar (11,12), then pre-embedded steel slab 2 is installed by design position, then pour buttress concrete.It, will be ready-made after 1 demoulding of buttress
Purlin support part 3 is welded on pre-embedded steel slab 2, and finally installation connects the wall purlin 4 of new and old workshop.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (4)
1. the flexible connecting structure of a kind of steel-structure factory building steel plate wall and old workshop brick wall, including buttress (1), feature exists
In: the buttress (1) is arranged in proposed workshop (6) and old workshop brick wall (5) junction, buttress (1) and old workshop brick wall
(5) be linked together using setting through-wall bolt (13) and the technical measures of joint face dabbing, and buttress (1) be internally provided with it is pre-
It buries steel plate (2), four buttress is provided at the internal edge of buttress (1) and indulge muscle (11), one end of the pre-embedded steel slab (2)
Two pre-embedded steel slab dowels (21) are provided with, the front end face of pre-embedded steel slab (2) is fixedly welded with purlin support part (3), the purlin support
Partially the upper surface of (3) is provided with purlin support plate (31), and purlin support plate (31) upper surface is along the wall purlin for connecting new and old workshop
Item (4) length direction opens up the slotted hole (33) there are two same shape, and it is new that the upper surface of purlin support plate (31) is provided with connection
The wall purlin (4) of old workshop, the lower end surface of purlin support plate (31) are provided with purlin support plate ribs (32), the slotted hole (33)
It is internally provided with connection bolt (34), the upper end of connection bolt (34) is located at the upper of the wall purlin (4) for connecting new and old workshop
The lower end of end face, connection bolt (34) is mounted on the lower end surface of purlin support plate (31).
2. the flexible connecting structure of a kind of steel-structure factory building steel plate wall and old workshop brick wall according to claim 1, special
Sign is: the end face that the through-wall bolt (13) is located at buttress (1) one end is fixedly connected anchor plate (132), and spiral shell through walls
Counterfort column tie-bar (12) is fixedly connected by bolt (13) by former and later two fixture nuts (131) with old workshop brick wall (5).
3. the flexible connecting structure of a kind of steel-structure factory building steel plate wall and old workshop brick wall according to claim 1, special
Sign is: being connect between the T-type guide rail and pre-embedded steel slab (2) of purlin support plate (31) right side by T-slot, and pre-buried steel
The upper surface of plate (2) is provided with screw, which runs through the T-type guide rail of purlin support plate (31) end face and extend to pre-embedded steel slab
(2) inside.
4. the flexible connecting structure of a kind of steel-structure factory building steel plate wall and old workshop brick wall according to claim 1, special
Sign is: the upper end of the purlin support plate ribs (32) is fixedly welded on the lower end surface of purlin support plate (31), and purlin support plate adds
The lower end of strong rib (32) is tilted to the right, and the lower end surface of purlin support plate ribs (32) is fixedly welded on a left side for pre-embedded steel slab (2)
End face.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821659492.5U CN209066608U (en) | 2018-10-13 | 2018-10-13 | A kind of flexible connecting structure of steel-structure factory building steel plate wall and old workshop brick wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821659492.5U CN209066608U (en) | 2018-10-13 | 2018-10-13 | A kind of flexible connecting structure of steel-structure factory building steel plate wall and old workshop brick wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209066608U true CN209066608U (en) | 2019-07-05 |
Family
ID=67094674
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821659492.5U Expired - Fee Related CN209066608U (en) | 2018-10-13 | 2018-10-13 | A kind of flexible connecting structure of steel-structure factory building steel plate wall and old workshop brick wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209066608U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN120115896A (en) * | 2025-04-30 | 2025-06-10 | 郑州宝冶钢结构有限公司 | A high-altitude self-propelled intelligent welding robot |
-
2018
- 2018-10-13 CN CN201821659492.5U patent/CN209066608U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN120115896A (en) * | 2025-04-30 | 2025-06-10 | 郑州宝冶钢结构有限公司 | A high-altitude self-propelled intelligent welding robot |
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| 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: 20190705 Termination date: 20201013 |
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| CF01 | Termination of patent right due to non-payment of annual fee |