CN108842941A - A kind of band ALC out-hung panel beam-to-column connection node - Google Patents

A kind of band ALC out-hung panel beam-to-column connection node Download PDF

Info

Publication number
CN108842941A
CN108842941A CN201810929615.0A CN201810929615A CN108842941A CN 108842941 A CN108842941 A CN 108842941A CN 201810929615 A CN201810929615 A CN 201810929615A CN 108842941 A CN108842941 A CN 108842941A
Authority
CN
China
Prior art keywords
face
hung panel
steel
alc
nut
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.)
Granted
Application number
CN201810929615.0A
Other languages
Chinese (zh)
Other versions
CN108842941B (en
Inventor
皮天祥
梁恒
单常喜
林建清
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chongqing University
Original Assignee
Chongqing University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Chongqing University filed Critical Chongqing University
Priority to CN201810929615.0A priority Critical patent/CN108842941B/en
Publication of CN108842941A publication Critical patent/CN108842941A/en
Application granted granted Critical
Publication of CN108842941B publication Critical patent/CN108842941B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls

Abstract

The present invention is based on existing Side fascia and steel structure connecting device and its construction technology, the advantage of comprehensive analysis traditional connectors and its there are the problem of, a kind of band ALC out-hung panel beam-to-column connection node is disclosed.Propose that a kind of assembling degree is higher, stress performance is good, the convenient and fast New junction device of construction respectively for vertical setting of types out-hung panel and horizontally-arranged out-hung panel.

Description

A kind of band ALC out-hung panel beam-to-column connection node
Technical field
The present invention relates to assembled architecture fields.
Background technique
ALC plate (Autoclaved Lightweight Aerated Concrete, ALC) has good lightweight ring Protect, heat preservation, it is heat-insulated and it is easy assembly etc. performances.But it is limited by the complexity of the interconnection technique between wallboard and structural elements, construction behaviour Make that cumbersome, joints performance is poor, assembling degree is lower, the factors such as easy to leak between wallboard seam, ALC Side fascia is special in engineering It is not that utilization rate in high building structure is extremely low, this limits the popularization and application of ALC wallboard in certain degree.
Currently, the connecting node of wallboard and steel construction there are the problem of have:
1) rotation and deformation of wallboard are limited, when main body frame deformation is larger, is easy to destroy wallboard;
2) construction is complex, needs in a variety of special components, and construction is complicated, and part is more;
3) it needs to process auxiliary mounting tool;
4) site welding heavy workload, engineering assembling degree is low, and construction efficiency is low.
5) installation is complicated, and constructing operation is cumbersome, and installation accuracy is more demanding;
6) joints performance is poor, and out-hung panel is unknown to the contribution of structure overall stiffness, influences structural earthquake work and uses tricks It calculates.
Summary of the invention
The object of the present invention is to provide a kind of band ALC out-hung panel beam-to-column connection nodes, it is characterised in that:It is divided into band ALC vertical setting of types out-hung panel beam-to-column connection node and with two kinds of the horizontally-arranged out-hung panel beam-to-column connection node of ALC.
In the band ALC vertical setting of types out-hung panel beam-to-column connection node:
One piece of ALC out-hung panel I configures several connectors.
One piece of ALC out-hung panel I is connect with upper and lower two steel I-beams in building frame.Wherein, in top It is denoted as steel I-beam under steel I-beam, being denoted as being below, the two is parallel to each other.
The connector includes vertical plate and bottom plate.The two sides of the bottom plate are respectively upper face and lower face, the lower plate Face is denoted as the face E.The vertical plate is fitted vertically the upper face in bottom plate.The upper face of bottom plate is bisected into two by the vertical plate Point, vertical plate side is the face C, the other side is the face D.The face D has perforative strip-shaped hole II.The vertical plate has perforative bar shaped Hole I.The vertical plate is denoted as the face A, the vertical plate towards the side in the face C and is denoted as the face B towards the side in the face D.
The upper steel I-beam includes top flange plate I and bottom wing listrium I, web I.It welds the lower surface of the bottom wing listrium I It is connected at least two screw rod I.
The lower steel I-beam includes bottom wing listrium II and bottom wing listrium II, web II.The upper table of the top flange plate II Face is welded at least two screw rod II.
When assembly, the bottom wing listrium I of the upper steel I-beam at least configures two connectors.The face A of these connectors with The following table face contact of the bottom wing listrium I of upper steel I-beam, so that the screw rod I on bottom wing listrium I is penetrated in strip-shaped hole I.Institute Screw-in nut I on screw rod I is stated, so that upper steel I-beam connector matched with its is fixed together.Strip-shaped hole on connector II is in the lower section of bottom wing listrium I.Reserve several through-hole I, the quantity and bottom wing of these through-holes I in the upper end of the ALC out-hung panel I Connector quantity on listrium I is equal and corresponding.After the face E of connector on bottom wing listrium I is contacted with ALC out-hung panel I, allow Screw arbor with nut at both-ends pass through through-hole I and strip-shaped hole II, and Screw arbor with nut at both-ends both ends screw in respectively to draw nut I and to draw nut II, with Fixed ALC out-hung panel I and bottom wing listrium I.
The top flange plate II of the lower steel I-beam at least configures two connectors.The face E of these connectors and lower I-shaped The upper surface of the top flange plate II of girder steel contacts, so that the screw rod II on top flange plate II is penetrated in strip-shaped hole II.Described Nut II is screwed on screw rod II, so that lower steel I-beam connector matched with its is fixed together.The vertical plate of connector is upper The top of flange plate II.Reserve several through-hole II, the quantity of these through-holes II and top flange in the lower end of the ALC out-hung panel I Connector quantity on plate II is equal and corresponding.Under the face A and the face C of connector on top flange plate II and ALC out-hung panel I After end in contact, Screw arbor with nut at both-ends is allowed to pass through through-hole II and strip-shaped hole I, and is screwed in respectively at Screw arbor with nut at both-ends both ends to drawing nut I and right Nut II is drawn, to fix ALC out-hung panel I and top flange plate II.
In the horizontally-arranged out-hung panel beam-to-column connection node of band ALC:
One piece of ALC out-hung panel II configures several connectors.
One piece of ALC out-hung panel II is connect with left and right two steel columns in building frame.
The steel column is denoted as the face F towards ALC out-hung panel II's on one side.Two opposite faces of steel column are denoted as the face G.
Several screw rod III are welded on the face G.The quantity of the screw rod III is identical as the quantity of connector.
When assembly, a steel column at least configures two connectors.The face C of these connectors and the F face contact of steel column.These The face A of connector and the G face contact of steel column so that the screw rod III on steel column is inserted into strip-shaped hole I, and screw in nut III.
The ALC out-hung panel II reserves several through-hole III, these through-holes III is corresponding with the connector on steel column.It is described After the E face contact of ALC out-hung panel II and connector, Screw arbor with nut at both-ends is allowed to pass through through-hole III and strip-shaped hole II, and in Screw arbor with nut at both-ends Both ends screw in respectively to drawing nut I and to nut II are drawn, to fix ALC out-hung panel I and steel column.
Further, in the connector of the bottom wing listrium I configuration of upper steel I-beam, the angle and bottom wing listrium I in the face A and the face C Edge be in close contact.
Further, in the connector of the top flange plate II configuration of lower steel I-beam, the face D is located at the top of top flange plate II, C Face is located at the side of top flange plate II.
Further, counterbore is arranged with to the one end for drawing nut I to contact in the through-hole I, through-hole II and through-hole III.
Further, the length direction of the strip-shaped hole I is perpendicular to the face C.
The length direction of the strip-shaped hole II is parallel to the face B.
The solution have the advantages that unquestionable:
1) rotation and deformation of wallboard are not limited, belongs to flexible connection, when main body frame deformation is larger, it is not easy to make Wallboard destroys;Particularly, when vertical seismic action occurs, there is anti seismic efficiency.
2) it constructs relatively simple, it is only necessary to a kind of general connecting component.Wallboard only needs reserved one during processing The hole of kind specification,
3) processing auxiliary mounting tool is not needed, it is easy for installation, and it is easily guaranteed that installation accuracy;
4) overall process dry construction.
Detailed description of the invention
Fig. 1 is the connection schematic diagram at upper steel I-beam in band ALC vertical setting of types out-hung panel beam-to-column connection node;
Fig. 2 is the connection schematic diagram at lower steel I-beam in band ALC vertical setting of types out-hung panel beam-to-column connection node;
Fig. 3 is the connection schematic diagram at steel rectangle column in the band horizontally-arranged out-hung panel beam-to-column connection node of ALC;
Fig. 4 is the structural schematic diagram of connector (2).
In figure:ALC out-hung panel I (1), through-hole I (101), through-hole II (102);Connector (2), vertical plate (201), the face A (2011), the face B (2012), strip-shaped hole I (2013), side plate I (202), the face C (2021), side plate II (203), the face D (2031), item Shape hole II (2033), the face E (223);
Upper steel I-beam (3), screw rod I (301), nut I (302), top flange plate I (303), bottom wing listrium I (304), abdomen Plate I (305);
Screw arbor with nut at both-ends (4), to draw nut I (401), to draw nut II (402);
Lower steel I-beam (5), screw rod II (501), nut II (502), top flange plate II (503), bottom wing listrium II (504), (505) web II;
Steel rectangle column (6), screw rod III (601), nut III (602), the face F (603), the face G (604);
ALC out-hung panel II (7), through-hole III (701).
Specific embodiment
Below with reference to embodiment, the invention will be further described, but should not be construed the above-mentioned subject area of the present invention only It is limited to following embodiments.Without departing from the idea case in the present invention described above, according to ordinary skill knowledge and used With means, various replacements and change are made, should all include within the scope of the present invention.
Embodiment 1:
A kind of band ALC out-hung panel beam-to-column connection node, i.e., in band ALC vertical setting of types out-hung panel beam-to-column connection node:
One piece of ALC out-hung panel I1 configures several connectors 2.
One piece of ALC out-hung panel I1 is connect with upper and lower two steel I-beams in building frame.Wherein, it is in top Being denoted as being denoted as steel I-beam 3, being below under steel I-beam 5, the two is parallel to each other.
The connector 2 includes vertical plate 201 and bottom plate.The two sides of the bottom plate are respectively upper face and lower face, described Lower face is denoted as the face E 223.The vertical plate 201 is fitted vertically the upper face in bottom plate.Upper plate of the vertical plate 201 bottom plate Face is bisected into two parts, and 201 side of vertical plate is the face C 2021, the other side is the face D 2031.The face D 2031 has perforative bar shaped Hole II2033.The vertical plate 201 has perforative strip-shaped hole I2013.The vertical plate 201 is denoted as the face A towards the side in the face C 2021 2011, the vertical plate 201 is denoted as the face B 2012 towards the side in the face D 2031.The length direction of the strip-shaped hole I2013 is perpendicular to C Face 2021.The length direction of the strip-shaped hole II2033 is parallel to the face B 2012.
The upper steel I-beam 3 includes top flange plate I303 and bottom wing listrium I304, web I305.The bottom wing listrium The lower surface of I304 is welded at least two screw rod I301.
The lower steel I-beam 5 includes bottom wing listrium II503 and bottom wing listrium II504, web II505.The top flange The upper surface of plate II503 is welded at least two screw rod II501.
When assembly, the bottom wing listrium I304 of the upper steel I-beam 3 at least configures two connectors 2.These connectors 2 The following table face contact of the bottom wing listrium I304 of the face A 2011 and upper steel I-beam 3, so that the screw rod I301 on bottom wing listrium I304 is equal It penetrates in strip-shaped hole I2013.Nut I302 is screwed on the screw rod I301, so that the connection matched with its of upper steel I-beam 3 Part 2 is fixed together.Strip-shaped hole II2033 on connector 2 is in the lower section of bottom wing listrium I304.The ALC out-hung panel I1's Several through-hole I101 are reserved in upper end, the quantity and 2 quantity of connector on bottom wing listrium I304 of these through-holes I101 is equal and right It answers.Counterbore is arranged with to the one end for drawing nut I401 to contact in the through-hole I101.The face E of connector 2 on bottom wing listrium I304 After 223 contact with ALC out-hung panel I1, Screw arbor with nut at both-ends 4 is allowed to pass through through-hole I101 and strip-shaped hole II2033, and in Screw arbor with nut at both-ends 4 Both ends screw in respectively to drawing nut I401 and to nut II402 are drawn, to fix ALC out-hung panel I1 and bottom wing listrium I304.On In the connector 2 of the bottom wing listrium I304 configuration of steel I-beam 3, the angle in the face A 2011 and the face C 2021 is with bottom wing listrium I304's Edge is in close contact.
The top flange plate II503 of the lower steel I-beam 5 at least configures two connectors 2.The face E 223 of these connectors 2 It is contacted with the upper surface of the top flange plate II503 of lower steel I-beam 5, so that the screw rod II501 on top flange plate II503 is penetrated In strip-shaped hole II2033.Nut II502 is screwed on the screw rod II501, so that the connector matched with its of lower steel I-beam 5 2 are fixed together.The vertical plate 201 of connector 2 is in the top of top flange plate II503.The lower end of the ALC out-hung panel I1 is reserved The quantity of several through-hole II102, these through-holes II102 and 2 quantity of connector on top flange plate II503 are equal and corresponding.Institute It states through-hole II102 and counterbore is set with to the one end for drawing nut I401 to contact.The face A 2011 of connector 2 on top flange plate II503 With after the lower end in contact of the face C 2021 and ALC out-hung panel I1, Screw arbor with nut at both-ends 4 is allowed to pass through through-hole II102 and strip-shaped hole I2013, and It is screwed in respectively at 4 both ends of Screw arbor with nut at both-ends to drawing nut I401 and to drawing nut II402, to fix ALC out-hung panel I1 and upper limb Listrium II503.In the connector 2 of the top flange plate II503 configuration of lower steel I-beam 5, the face D 2031 is located at top flange plate II503 Top, the face C 2021 is located at the side of top flange plate II503.
Embodiment 2:
In the band horizontally-arranged out-hung panel beam-to-column connection node of ALC, using connector same as Example 1.
One piece of ALC out-hung panel II7 configures several connectors 2.
One piece of ALC out-hung panel II7 is connect with left and right two steel rectangle columns 6 in building frame.
The steel rectangle column 6 is denoted as the face F 603 towards ALC out-hung panel II7's on one side.The opposite face of two steel rectangle columns 6 It is denoted as the face G 604.
Several screw rod III601 are welded on the face G 604.The quantity of the screw rod III601 and the quantity of connector 2 It is identical.
When assembly, a steel rectangle column 6 at least configures two connectors 2.The face C 2021 of these connectors 2 and rectangle steel The face F 603 of column 6 contacts.The face A 2011 of these connectors 2 is contacted with the face G 604 of steel rectangle column 6, so that on steel rectangle column 6 Screw rod III601 is inserted into strip-shaped hole I2013, and screws in nut III602.
The ALC out-hung panel II7 reserves several through-hole III701, the company on these through-holes III701 and steel rectangle column 6 Fitting 2 is corresponding.Counterbore is arranged with to the one end for drawing nut I401 to contact in the through-hole III701.The ALC out-hung panel II7 with After the face E 223 of connector 2 contacts, Screw arbor with nut at both-ends 4 is allowed to pass through through-hole III701 and strip-shaped hole II2033, and at 4 liang of Screw arbor with nut at both-ends End screws in respectively to drawing nut I401 and to nut II402 is drawn, to fix ALC out-hung panel I1 and steel rectangle column 6.

Claims (5)

1. a kind of band ALC out-hung panel beam-to-column connection node, it is characterised in that:It is divided into band ALC vertical setting of types out-hung panel steel frame Connecting node and with two kinds of the horizontally-arranged out-hung panel beam-to-column connection node of ALC;
In the band ALC vertical setting of types out-hung panel beam-to-column connection node:
One piece of ALC out-hung panel I (1) configures several connectors (2);
One piece of ALC out-hung panel I (1) connect with upper and lower two steel I-beams in building frame;Wherein, in upper Steel I-beam (5) under being denoted as being denoted as steel I-beam (3), being below of side, the two is parallel to each other;
The connector (2) includes vertical plate (201) and bottom plate;The two sides of the bottom plate are respectively upper face and lower face, described Lower face is denoted as the face E (223);The vertical plate (201) is fitted vertically the upper face in bottom plate;The vertical plate (201) is bottom plate Upper face be bisected into two parts, vertical plate (201) side is the face C (2021), the other side is the face D (2031);The face D (2031) With perforative strip-shaped hole II (2033);The vertical plate (201) has perforative strip-shaped hole I (2013);Vertical plate (201) face The face A (2011), the vertical plate (201), which are denoted as, to the side of the face C (2021) is denoted as the face B (2012) towards the side of the face D (2031);
The lower surface of the bottom wing listrium I (304) of upper steel I-beam (3) packet is welded at least two screw rod I (301);
The upper surface of the top flange plate II (503) of the lower steel I-beam (5) is welded at least two screw rod II (501);
When assembly, the bottom wing listrium I (304) of the upper steel I-beam (3) at least configures two connectors (2);These connectors (2) the following table face contact of the bottom wing listrium I (304) in the face A (2011) and upper steel I-beam (3), so that bottom wing listrium I (304) On screw rod I (301) penetrate in strip-shaped hole I (2013);Nut I (302) are screwed on the screw rod I (301), so that upper work Word girder steel (3) connector (2) matched with its is fixed together;Strip-shaped hole II (2033) on connector (2) is in bottom wing listrium I (304) lower section;Reserve several through-hole I (101), the quantity of these through-holes I (101) in the upper end of the ALC out-hung panel I (1) It is equal and corresponding with connector (2) quantity on bottom wing listrium I (304);The face E of connector (2) on bottom wing listrium I (304) (223) after contacting with ALC out-hung panel I (1), allow Screw arbor with nut at both-ends (4) across through-hole I (101) and strip-shaped hole II (2033), and Screw arbor with nut at both-ends (4) both ends screw in respectively to drawing nut I (401) and to nut II (402) are drawn, to fix ALC out-hung panel I (1) With bottom wing listrium I (304);
The top flange plate II (503) of the lower steel I-beam (5) at least configures two connectors (2);The E of these connectors (2) Face (223) is contacted with the upper surface of the top flange plate II (503) of lower steel I-beam (5), so that the spiral shell on top flange plate II (503) Bar II (501) is penetrated in strip-shaped hole II (2033);Nut II (502) are screwed on the screw rod II (501), so that lower I-shaped Girder steel (5) connector (2) matched with its is fixed together;The vertical plate (201) of connector (2) is top flange plate II's (503) Top;Reserve several through-hole II (102) in the lower end of the ALC out-hung panel I (1);Connector on top flange plate II (503) (2) after the lower end in contact in the face A (2011) and the face C (2021) and ALC out-hung panel I (1), Screw arbor with nut at both-ends (4) is allowed to pass through through-hole II (102) and strip-shaped hole I (2013), and screwed in respectively at Screw arbor with nut at both-ends (4) both ends to drawing nut I (401) and to drawing nut II (402), to fix ALC out-hung panel I (1) and top flange plate II (503);
In the horizontally-arranged out-hung panel beam-to-column connection node of band ALC:
One piece of ALC out-hung panel II (7) configures several connectors (2);
One piece of ALC out-hung panel II (7) connect with left and right two steel rectangle columns (6) in building frame;
The steel rectangle column (6) is denoted as the face F (603) towards ALC out-hung panel II's (7) on one side;Two steel rectangle columns (6) are opposite Face be denoted as the face G (604);
Several screw rod III (601) are welded on the face G (604);The quantity of the screw rod III (601) and connector (2) Quantity is identical;
When assembly, a steel rectangle column (6) at least configures two connectors (2);The face C (2021) of these connectors (2) and square The face F (603) of shape steel column (6) contacts;The face A (2011) of these connectors (2) is contacted with the face G (604) of steel rectangle column (6), So that the screw rod III (601) on steel rectangle column (6) is inserted into strip-shaped hole I (2013), and screw in nut III (602);
The ALC out-hung panel II (7) reserves several through-hole III (701), on these through-holes III (701) and steel rectangle column (6) Connector (2) it is corresponding;After the ALC out-hung panel II (7) contacts with the face E (223) of connector (2), allow Screw arbor with nut at both-ends (4) Across through-hole III (701) and strip-shaped hole II (2033), and Screw arbor with nut at both-ends (4) both ends screw in respectively to draw nut I (401) and To nut II (402) are drawn, to fix ALC out-hung panel I (1) and steel rectangle column (6).
2. a kind of band ALC out-hung panel beam-to-column connection node according to claim 1, it is characterised in that:Upper I-steel In the connector (2) of bottom wing listrium I (304) configuration of beam (3), the angle and bottom wing listrium I of the face A (2011) and the face C (2021) (304) edge is in close contact.
3. a kind of band ALC out-hung panel beam-to-column connection node according to claim 1 or 2, it is characterised in that:Lower I-shaped In the connector (2) of top flange plate II (503) configuration of girder steel (5), the face D (2031) are located at the top of top flange plate II (503), The face C (2021) is located at the side of top flange plate II (503).
4. a kind of band ALC out-hung panel beam-to-column connection node according to claim 1 or 3, it is characterised in that:It is described logical Counterbore is arranged with to the one end for drawing nut I (401) to contact in hole I (101), through-hole II (102) and through-hole III (701).
5. a kind of band ALC out-hung panel beam-to-column connection node according to claim 1 or 3, it is characterised in that:The item The length direction of shape hole I (2013) is perpendicular to the face C (2021);
The length direction of the strip-shaped hole II (2033) is parallel to the face B (2012).
CN201810929615.0A 2018-08-10 2018-08-10 Steel frame connecting node with ALC external wall panel Active CN108842941B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810929615.0A CN108842941B (en) 2018-08-10 2018-08-10 Steel frame connecting node with ALC external wall panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810929615.0A CN108842941B (en) 2018-08-10 2018-08-10 Steel frame connecting node with ALC external wall panel

Publications (2)

Publication Number Publication Date
CN108842941A true CN108842941A (en) 2018-11-20
CN108842941B CN108842941B (en) 2024-02-06

Family

ID=64189275

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810929615.0A Active CN108842941B (en) 2018-08-10 2018-08-10 Steel frame connecting node with ALC external wall panel

Country Status (1)

Country Link
CN (1) CN108842941B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021007921A1 (en) * 2019-07-15 2021-01-21 中建钢构有限公司 Connection member, alc batten mounting node structure, and fabricated mounting method
CN113356369A (en) * 2021-06-25 2021-09-07 中建科工集团有限公司 Connecting piece for fixing wall under steel beam and connecting method
CN114351939A (en) * 2022-02-08 2022-04-15 中建八局第二建设有限公司 Wallboard wall body in assembled ALC

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02200940A (en) * 1989-01-27 1990-08-09 Kajima Corp Composite wall panel for interior and exterior walls
JPH03158539A (en) * 1989-11-15 1991-07-08 Natl House Ind Co Ltd External wall panel
JPH08232368A (en) * 1995-02-28 1996-09-10 Natl House Ind Co Ltd Building panel
JPH0960250A (en) * 1995-08-30 1997-03-04 Ig Tech Res Inc Repair structure of alc external wall
CN107165316A (en) * 2017-06-26 2017-09-15 江苏沪宁钢机股份有限公司 It is a kind of be easily installed, the assembling type steel structure out-hung panel node that is molded and its construction technology
CN206873673U (en) * 2017-06-26 2018-01-12 江苏沪宁钢机股份有限公司 A kind of assembling type steel structure out-hung panel node
CN206928436U (en) * 2017-07-18 2018-01-26 吉林建筑大学 Only there is the connecting node of flat out of plane constraint a kind of out-hung panel bottom to wallboard
CN107653997A (en) * 2017-10-23 2018-02-02 沈阳建筑大学 Assembled soft steel energy dissipation wall and its construction method
CN207700436U (en) * 2017-12-26 2018-08-07 中国核工业中原建设有限公司 A kind of steel construction out-hung panel node
CN209179239U (en) * 2018-08-10 2019-07-30 重庆大学 A kind of band ALC out-hung panel beam-to-column connection node

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02200940A (en) * 1989-01-27 1990-08-09 Kajima Corp Composite wall panel for interior and exterior walls
JPH03158539A (en) * 1989-11-15 1991-07-08 Natl House Ind Co Ltd External wall panel
JPH08232368A (en) * 1995-02-28 1996-09-10 Natl House Ind Co Ltd Building panel
JPH0960250A (en) * 1995-08-30 1997-03-04 Ig Tech Res Inc Repair structure of alc external wall
CN107165316A (en) * 2017-06-26 2017-09-15 江苏沪宁钢机股份有限公司 It is a kind of be easily installed, the assembling type steel structure out-hung panel node that is molded and its construction technology
CN206873673U (en) * 2017-06-26 2018-01-12 江苏沪宁钢机股份有限公司 A kind of assembling type steel structure out-hung panel node
CN206928436U (en) * 2017-07-18 2018-01-26 吉林建筑大学 Only there is the connecting node of flat out of plane constraint a kind of out-hung panel bottom to wallboard
CN107653997A (en) * 2017-10-23 2018-02-02 沈阳建筑大学 Assembled soft steel energy dissipation wall and its construction method
CN207700436U (en) * 2017-12-26 2018-08-07 中国核工业中原建设有限公司 A kind of steel construction out-hung panel node
CN209179239U (en) * 2018-08-10 2019-07-30 重庆大学 A kind of band ALC out-hung panel beam-to-column connection node

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021007921A1 (en) * 2019-07-15 2021-01-21 中建钢构有限公司 Connection member, alc batten mounting node structure, and fabricated mounting method
CN113356369A (en) * 2021-06-25 2021-09-07 中建科工集团有限公司 Connecting piece for fixing wall under steel beam and connecting method
CN114351939A (en) * 2022-02-08 2022-04-15 中建八局第二建设有限公司 Wallboard wall body in assembled ALC
CN114351939B (en) * 2022-02-08 2023-08-04 中建八局第二建设有限公司 Assembled ALC interior wall panel wall body

Also Published As

Publication number Publication date
CN108842941B (en) 2024-02-06

Similar Documents

Publication Publication Date Title
CN109853739B (en) Assembled steel-wood combined node
CN108842941A (en) A kind of band ALC out-hung panel beam-to-column connection node
CN201826396U (en) Bolt connecting joint of steel I-beams and rectangular steel cylindrical column with outer-sleeved steel plate
CN110206145B (en) Assembled beam column connected node
CN101942866A (en) Rectangular steel pipe column and I-steel beam sleeve steel plate bolt connecting node
CN103015536A (en) Beam-column joint connecting device for multi-story/high-rise assembly type steel structure system
CN111021533A (en) Coupling assembling and steel construction assembled beam column connected node
CN209854918U (en) Steel member connecting piece
CN209179239U (en) A kind of band ALC out-hung panel beam-to-column connection node
CN107023077B (en) Corner beam column joint of square column and H-shaped steel, assembly type connecting piece and construction method
CN208023723U (en) A kind of semi-rigid double web timber structure nodes of assembled
CN211714182U (en) Steel structure beam column connecting and assembling structure
CN210105122U (en) Roof structure for assembling house
CN215253445U (en) Steel construction with be convenient for equipment function
CN210342237U (en) Steel construction post roof beam connecting elements convenient to installation
CN210086476U (en) Assembled steel frame structure support node and connecting device thereof
CN114622647A (en) Inner sleeve type beam-column full-bolt connecting node and rapid assembling method thereof
CN212984189U (en) Steel structure beam column connecting structure
CN209482464U (en) A kind of high intensity round tube assembled beam-column connecting node steel construction
CN207892023U (en) The attachment device of I-shaped steel column and steel structure girder
CN203834686U (en) Corrugated web H-shaped steel beam and column connecting structure
CN208183956U (en) A kind of assembling type steel structure structures with semi-rigid joints
CN208167993U (en) The connecting plate joint structure of multitube splicing
CN211774629U (en) Assembled abnormal shape node connecting device
CN110359566A (en) A kind of bolt is glued the construction method of casing reamer type FRP Structure Beam-column node

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant