Patent Application
20210047827
This application is the national stage entry of International Application No. PCT/CN2019/109296, filed on Sep. 30, 2019, which is based upon and claims priority to Chinese Patent Application No. 201910144340.4, filed on Feb. 27, 2019, the entire contents of which are incorporated herein by reference.
The invention belongs to the technical field of connection of building structures, and particularly relates to a prefabricated steel-wood composite joint.
The rise of building industrialization makes prefabricated structures gradually become the primary development trend of buildings in the future. Compared with traditional welded connection and bolted connection, the prefabricated structures can be installed by workers who have received simple assembly training, and the construction quality can be guaranteed to the maximum extent. Steel-structured buildings have the advantages of being light, good in plasticity and tenacity, low in weight, good in seismic performance, and the like. However, steel structures are resistant to heat, but are not resistant to fires, are prone to rusting and poor in corrosion resistance, and have many quality problems caused by welding. Wood-structured buildings are featured by good durability and seismic performance, easily available materials and high construction speed, but have drawbacks in the aspect of fire protection and moisture protection.
Structure systems of a steel-wood composite structure are constructed by combining the steel structure and the wood structure. Such structural systems are firmer and more durable than traditional wood structure systems and more diversified than modern pure steel structures, thus having been applied to building designs more and more widely. The assembly, extension and connection method of steel-wood structure joints has a direct influence on the integrity and reliability of the structures. For example, Chinese Invention Patent Publication No.CN108978869A discloses a prefabricated steel-wood composite beam-column joint structure and a construction method thereof, and Chinese Invention Patent Publication No. CN108547379A discloses a prefabricated steel-wood connection joint. In both patents, steel and wood are combined to improve the bearing capacity and design operability.
The invention provides a prefabricated steel-wood composite joint, which adopts different materials, fulfills productization, standardization and prefabrication of joint installation, effectively avoids quality problems caused by field welding, and improves the construction efficiency.
The invention is implemented through the following technical solution: a prefabricated steel-wood composite joint comprises square pipe columns, steel-wood. composite beams, and a beam-column connecting assembly for connecting the square pipe columns and the steel-wood composite beams;
Each square pipe column comprises connecting corner columns and connecting side plates, wherein the connecting corner columns are steel columns with good corrosion resistance; the connecting side plates are wood plates, which have a higher bearing capacity per unit mass than steel structures, can reduce the weight of the entire structure to a. certain extent and can prolong the overall lie; and the square pipe column is of a hollow pipe column structure formed by splicing the connecting corner columns and the connecting side plates;
Each steel-wood composite beam comprises a top flange, a bottom flange and wood webs for connecting the top flange and the bottom flange, wherein the top flange and the bottom flange are arranged in parallel and are both steel structures having flange insertion slots formed in inner sides, flange insertion heads matched with the flange insertion slots are formed in the top and bottom sides of the wood webs, and the wood webs are arranged between the top flange and the bottom flange and are perpendicular to the top flange and the bottom flange; the number of the wood webs is two, and the two wood webs are spaced from each other by a distance to facilitate pipe laying and to prevent local bending of the flanges; and each wood web has an end flush with the side faces of the top and bottom flanges and an end recessed in the top and bottom flanges and provided with a stepped connecting head; and
The beam-column connecting assembly is a central column connecting assembly or a corner column connecting assembly, is used for connecting the square pipe columns and the steel-wood composite beams, and comprises a square solid wood column matched with the square pipe columns in inner diameter, square wood beams are arranged on the side faces of the square solid wood column, connecting slots matched with the connecting heads are formed in the ends of the square wood beams, and the square pipe columns and the steel-wood composite beams are connected through the square solid wood column and the square wood beams.
Furthermore, the cross section of each connecting corner column is of an arc structure, dovetail insertion holes are formed in the edges of two sides of each connecting corner column, dovetail insertion heads matched with the dovetail insertion holes are correspondingly arranged on the side edges of the connecting side plates, and the dovetail insertion heads are interested into the dovetail insertion holes to integrally connect the connecting corner columns and the connecting side plates.
Furthermore, considering that the lengths of different wood pieces are inconsistent, the connecting side plates are assembled by splicing wood plates with different heights to make more use of materials. Particularly, each connecting side plate comprises an upper wood plate and a lower wood plate, wherein a linear insertion head is arranged at the lower end of the upper wood plate, a concave slot matched with the linear insertion head is formed in the upper end of the lower wood plate, and the upper wood plate is inserted into the lower side plate to be as high as the connecting corner columns.
Furthermore, the central column connecting assembly comprises the square solid wood column and two sets of first square wood beams which are correspondingly arranged in a skew-symmetric manner, wherein T-shaped slots are formed in one pair of opposite sides of the square solid wood column, and first through holes penetrating through the square solid wood column are formed in the T-shaped slots; and correspondingly, inverted T-shaped slots are formed in another pair of opposite sides of the square solid wood column, and second through holes penetrating through the square solid wood column are formed in the inverted T-shaped slots; and the first through holes are located in upper portions of the T-shaped slots, and the second through holes are located in lower portions of the inverted T-shaped slots, so that ingenious coordination is realized.
Furthermore, the two sets of first square wood beams include a first set of square wood beams and a second set of square wood beams, wherein the first set of square wood beams includes a first insertion head wood beam and a first special-shaped groove wood beam, a first strip-shaped insertion head is arranged on the first insertion head wood beam along the upper edge of a body of the first insertion head wood beam, a first special-shaped groove matched with the first strip-shaped insertion head in shape is formed in the upper surface of the first special-shaped groove wood beam, and after the first strip-shaped insertion head is inserted into the first through holes to be inlaid in the first special-shaped groove, two splicing slots are formed along two sides of the first special-shaped groove and are fixed with fixing wood sheets; and
The second set of square wood beams includes a second insertion head wood beam and a second special-shaped groove wood beam, wherein a second strip-shaped insertion head is arranged on the second insertion head wood beam along the lower edge of a body of the second insertion head wood beam, a second special-shaped groove matched with the second strip-shaped insertion head in shape is formed in the lower surface of the second special-shaped groove wood beam, and after the second strip-shaped insertion head is inserted into the second through holes to be inlaid in the second special-shaped groove, two splicing slots are formed along two sides of the second special-shaped groove, that is, the first set of square wood beams and the second set of square wood beams are matched in design and are exactly connected integrally.
Furthermore, the corner column connecting assembly comprises the square solid wood column, two second square wood beams perpendicular to each other, and two wood wedges, wherein I-shaped slots are respectively formed in two adjacent sides of the square solid wood column, an upper portion of the I-shaped slot in one side penetrates through the entire solid wood column, a lower portion of the I-shaped slot in the other side penetrates through the entire solid wood column, I-shaped sliders matched with the I-shaped slots are arranged on the second square wood beams, the I-shaped slider on one second square wood beam is arranged along the upper edge of the second square wood beam, the I-shaped slider on the other second square wood beam is arranged along the lower edge of the second square wood beam, and wood wedge holes matched with the wood wedges are formed in the ends of the I-shaped sliders.
Furthermore, connecting slots corresponding to the connecting heads of the wood webs are formed in the tails of the first insertion head wood beam, the first special-shaped groove wood beam, the second insertion head wood beam, the second special-shaped groove wood beam and the second square wood beams; the wood beams with the strip-shaped insertion heads penetrate through the solid wood column to be connected to the corresponding wood beams with the special-shaped grooves, and the fixing wood sheets are inserted into the splicing slots at the junctions to fulfill integral connection; and the square wood beams with the I-shaped sliders are connected to the solid wood column along the I-shaped slots and are integrally fixed to the solid wood column with the wood wedges.
Furthermore, to further improve the connection strength, fixing slots are formed in two side faces of the first insertion head wood beam, the first special-shaped groove wood beam, the second insertion head wood beam, the second special-shaped groove wood beam and the second square wood beams, and the fixing wood sheets are arranged in the fixing slots. By inserting the fixing wood sheets into the fixing slots for assembly, the top flanges and the bottom flanges can be clamped on top and bottom sides of the wood beams to be fixed and matched with the wood beams.
Furthermore, the prefabricated steel-wood composite joint further comprises I-shaped sliding blocks and filling wood blocks, wherein T-shaped splicing slots are formed in lower sides of the first insertion head wood beam, the first special-shaped groove wood beam, the second insertion head wood beam, the second special-shaped groove wood beam and the second square wood beams, T-shaped through holes matched with the T-shaped splicing slots are correspondingly formed in the bottom flanges, a sliding space is formed in each T-shaped splicing slot, a splicing head matched with the sliding space is arranged on a lower portion of each I-shaped sliding block, the I-shaped sliding blocks are inserted into the T-shaped splicing slots and slide in the T-shaped splicing slots, and then the filling wood blocks are inserted into the T-shaped splicing slots to be fixed. In this way, the beam flanges and the beam-column connecting assembly are connected, and stress concentration caused by drilling is effectively reduced.
Compared with the prior art, the invention has the following advantages and beneficial effects:
The components of the composite joint of the invention can be prefabricated in factory, are high in precision and are assembled on site, so that construction is easy and convenient, procedures are simplified, and the construction period is effectively shortened; the utilization rate of materials with different strengths is increased by adopting the steel-wood composite structure; an efficient, reasonable and novel structural form of the steel-wood structure is formed through ingenious connection and coordination; and with the aid of local large steel structures, the degree of freedom of wood structures is effectively expanded, and the expression diversity of buildings is improved.
To gain a better understanding of the purposes, features and advantages of the invention, the invention is further expounded below in conjunction with the accompanying drawings and embodiments.
Embodiment 1: a prefabricated steel-wood composite joint, as shown in
Each square pipe column 1 comprises connecting corner columns 4 and connecting side plates 7 and is of a hollow pipe column structure formed by splicing four connecting corner columns 4 and four connecting side plates 7 as shown in
As shown in
In this embodiment, the beam-column connecting assembly 3 is a central column connecting assembly, which, as shown in
Referring to
As shown in
As shown in
Step 1: the beam-column connecting assembly 3 and the square pipe columns are assembled separately, wherein the square pipe columns include an upper square pipe column and a lower square pipe column;
Step 2: the assembled beam-column connecting assembly 3 is inserted into the assembled lower square pipe column;
Step 3: the connecting heads of the wood webs are inserted into the connecting slots in the ends of the square wood beams;
Step 4: the top and bottom flanges are connected to the flange insertion heads on the top and bottom sides of the wood webs through the flange insertion holes, the top flanges are connected and fixed to the top sides of the wood webs through a set of fixing wood sheets, the two sides of the top flanges are fixed through the fixing wood sheets, and the bottom flanges are integrally connected to the square wood beams through the I-shaped sliding blocks and the filling wood blocks; and
Step 5: the assembled upper square pipe column is inserted into the square solid wood column above the beam-column connecting assembly.
Embodiment 2 differs from Embodiment 1 in the following aspects: the central column connecting assembly is replaced with a corner column connecting assembly, which, as shown in
The invention has the following advantages: (1) compared with pure wood structures, the steel-wood composite structure has a higher vertical bearing capacity under the same cross-section due to the high lateral rigidity of steel; (2) compared with steel structures, the column side plates in this embodiment are wood structures, and the square pipe columns are hollow, so that the bearing capacity per unit mass is higher, the weight of the entire structure can be reduced to a certain extent, and the overall life is prolonged; (3) the beam flanges are tensioned, and the webs are sheared, so that compared with I-beams, local bending of the flanges is avoided, and compared with square wood beams, the material utilization rate is higher; (4) the whole joint can be assembled through simple splicing, and the components can be changed more easily under the seismic effect; the steel-wood composite structure formed by combining steel and wood has good seismic performance under the seismic effect due to the tenacity of wood; and (5) all the components can be prefabricated in factory and are spliced and connected on site, so that fully prefabricated construction is realized, quality problems caused by field welding are avoided, and the construction period is shortened.
The above embodiments are merely preferred ones of the invention, and are not intended to limit the invention in any forms. Any skilled in the art may apply equivalent embodiments obtained by modifying or transforming the technical contents disclosed above to other fields. Any simple amendments, equivalent modifications or transformations made to the above embodiments on the basis of the technical essence of the invention should also fall within the protection scope of the technical solutions of the invention.
| Number | Date | Country | Kind |
|---|---|---|---|
| 201910144340.4 | Feb 2019 | CN | national |
| Filing Document | Filing Date | Country | Kind |
|---|---|---|---|
| PCT/CN2019/109296 | 9/30/2019 | WO | 00 |
