CN214117220U - Beam-slab integrated external wall panel for assembly type building - Google Patents
Beam-slab integrated external wall panel for assembly type building Download PDFInfo
- Publication number
- CN214117220U CN214117220U CN202021081204.XU CN202021081204U CN214117220U CN 214117220 U CN214117220 U CN 214117220U CN 202021081204 U CN202021081204 U CN 202021081204U CN 214117220 U CN214117220 U CN 214117220U
- Authority
- CN
- China
- Prior art keywords
- external wall
- wall panel
- steel
- steel beam
- light
- 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
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
A beam-slab integrated external wall panel for an assembly type building comprises a steel beam and a light external wall panel, wherein the steel beam is connected with a steel structure column through a bolt, and the light external wall panel is positioned on a lower concrete floor; and a connecting piece is arranged between the light external wall panel and the steel beam. The connecting piece still includes the spread groove, and the anchor reinforcing bar is welded to the spread groove below, and the girder steel bottom sets up the roof beam end toggle pin, toggle pin and girder steel welding. This patent mainly adopts roof beam slab integral structure, and the roof beam slab integral side fascia has obvious advantage in the aspect of construction speed and whole economic benefits. Structurally, the first stud at the top of the steel beam can ensure that the concrete floor and the steel beam form a whole. The connecting pieces are arranged between the light external wall panel and the steel beam, the beam-panel integrated external wall panel is provided with a plurality of connecting pieces and beam bottom studs, and the beam bottom studs penetrate through the slotting positions of the connecting pieces to connect the steel beam and the light external wall panel into a whole.
Description
Technical Field
The utility model relates to a building engineering technical field relates to a beam slab integration side fascia for assembly type structure particularly, is particularly useful for steel construction assembly type structure.
Background
Along with the rapid development of the assembly type building, the beam-slab integrated external wall panel for the assembly type building has the following characteristics:
1. the wallboard is high in strength and light in weight, can be synchronously hoisted with a steel beam, is made of light aggregate concrete and heat insulation materials, and is high in strength grade.
2. The steel beam is connected with the wall board through hanging, the lower part of the wall board is fixed on the lower layer steel beam or the floor board, and because the beam bottom flange and the wall board top are in a hanging connection mode, the wall board does not influence the rigidity of the structure during structure calculation, so that the structure calculation is more consistent with the reality.
3. The external wall panel belongs to the external wall panel, belongs to a non-bearing non-masonry wall body, and is an option which can be scored preferentially in the assembled building evaluation standard.
4. Because the steel beam and the wallboard can ensure relative displacement, the wall body can not obstruct the deformation of the steel structure under the action of earthquake force, thereby ensuring that the steel structure has stronger energy consumption capability, and the steel structure is a very good earthquake-resistant structure system.
All adopt beam slab components of a whole that can function independently mounting means in the work progress at present, during the construction rigid connection between the beam slab is as an organic whole, can lead to wallboard seam crossing fracture or lead to the wallboard to damage under the earthquake power effect.
Therefore, there is a need for a beam-slab integrated external wall panel that can solve the above problems and has significant advantages in terms of construction speed and overall economic benefits.
Disclosure of Invention
The utility model aims at providing a beam slab integration side fascia for assembly type building to solve the problem that exists among the prior art.
The utility model provides an assembly type beam slab integration side fascia for building, includes girder steel, light side fascia, and the girder steel passes through bolted connection with the steel construction post, and light side fascia is located on lower floor concrete floor.
And a connecting piece is arranged between the light external wall panel and the steel beam.
The connecting piece still includes the spread groove, and the anchor reinforcing bar is welded to the spread groove below, and the girder steel bottom sets up the roof beam end toggle pin, toggle pin and girder steel welding.
The connecting groove is of a rectangular square steel pipe structure, the upper portion of the connecting groove is provided with a groove, and the length of the groove is about half of the length of the rectangular square steel pipe.
The connecting grooves are symmetrically arranged according to the direction of the slotted hole.
And the gap between the light external wall panel and the steel beam is 2-3 cm.
The anchoring reinforcing steel bar is of an L-shaped structure.
The light external wall panel also comprises an outer leaf plate, an inner leaf plate and a heat insulation layer, wherein the inner leaf plate and the outer leaf plate are connected through wavy steel bars.
The outer blade position of upper and lower outer wallboard sets up the groove, and its effect is mainly waterproof effect.
The steel beam is connected with the steel structure column through a bolt connection mode. The heated board is set up to girder steel web both sides, and the girder steel top sets up toggle nail one.
The light external wall panel is located on the lower concrete floor, the bottom of the light external wall panel is provided with a pre-embedded sleeve, the upper portion of the pre-embedded sleeve is provided with a horizontal rib, the horizontal rib penetrates through the pre-embedded sleeve, threads are arranged inside the pre-embedded sleeve, and the bottom of the adjusting bolt is located on the lower steel beam.
Adopt the utility model discloses an actively the effect is:
this patent mainly adopts roof beam slab integral structure, and the roof beam slab integral side fascia has obvious advantage in the aspect of construction speed and whole economic benefits. Structurally, the first stud at the top of the steel beam can ensure that the concrete floor and the steel beam form a whole. The connecting pieces are arranged between the light external wall panel and the steel beam, the beam-panel integrated external wall panel is provided with the connecting pieces and the beam bottom stud, the beam bottom stud penetrates through the slotting position of the connecting pieces to connect the steel beam and the light external wall panel into a whole, and meanwhile, the anchoring reinforcing steel bars of the connecting pieces are L-shaped, so that the connecting strength between the connecting pieces and the light external wall panel is ensured.
Drawings
The present invention will be further explained with reference to the accompanying drawings:
figure 1 is the utility model discloses roof beam board integration side fascia overall structure schematic diagram.
Figure 2 is the utility model discloses roof beam board integration side fascia connection structure sketch map.
Figure 3 is the utility model discloses monolithic beam slab integration side fascia structure sketch map.
Figure 4 is the utility model discloses roof beam board integration side fascia altitude mixture control schematic diagram.
Fig. 5 is an enlarged view of part B of the present invention.
Fig. 6 is a partial schematic view of the adjusting bolt of the present invention.
Figure 7 is the utility model discloses girder steel, light side fascia connection scheme.
Fig. 8 is a schematic three-dimensional structure of the connector of the present invention.
Figure 9 is the enlarged view of the a part of the connecting plate of the utility model.
In the drawings:
1-integrated external wall panel, 2-steel structural column, 3-floor, 4-connecting plate, 11-adjusting nut, 12-adjusting bolt, 13-stud I, 14-steel beam, 15-light external wall panel, 16-connecting piece, 17-beam bottom stud, 18-embedded sleeve, 21-external leaf panel, 22-insulating layer, 23-internal leaf panel, 161-connecting groove and 162-anchoring steel bar.
Detailed Description
The following description of the embodiments of the present invention is provided for illustrative purposes, and other advantages and effects of the present invention will be readily apparent to those skilled in the art from the disclosure herein. The present invention can also be implemented or applied through other different specific embodiments, and various details in the present specification can be modified or changed based on different viewpoints and applications without departing from the spirit of the present invention.
Please refer to fig. 1 to 9. It should be noted that the drawings provided in the present embodiment are only for illustrating the basic idea of the invention in a schematic manner, and only the components related to the invention are shown in the drawings rather than being drawn according to the number, shape and size of the components in actual implementation, and the form, quantity and proportion of the components in actual implementation may be changed at will, and the layout of the components may be more complicated.
The utility model provides an assembly type beam slab integration side fascia for building, includes girder steel 14, light side fascia 15, and the girder steel passes through bolted connection with the steel construction post, and the light side fascia is located on lower floor concrete floor 3.
Bolt holes are formed in the web plates at the two sides of the steel beam, connecting plates 4 are arranged at the corresponding positions of the steel structure columns, and the steel beam and the steel structure columns are connected in a bolt connection mode; the top of the steel beam is provided with a stud I, and the main purpose of the stud I is to ensure that the concrete floor and the steel beam form a whole.
The light external wall panel is located on lower floor concrete floor, light external wall panel bottom sets up pre-buried sleeve 18, pre-buried sleeve upper portion sets up the horizontal muscle, the horizontal muscle passes pre-buried sleeve, it is firm to guarantee pre-buried sleeve anchor in light external wall panel, the inside screw thread that sets up of pre-buried sleeve, its main objective is connected with adjusting nut 11, adjusting bolt 12, when the integrated side fascia of roof beam slab hoists, with adjusting nut, adjusting bolt and pre-buried muffjoint, the adjusting bolt bottom is located on the girder steel of lower floor, through adjustment adjusting bolt control roof beam slab integration side fascia height.
Set up the connecting piece between light external wall board and the girder steel, the connecting piece is by the spread groove, the anchor steel bar welding is constituteed, the spread groove is rectangle square steel tube structure, its upper portion fluting, fluting length is about half of rectangle square steel tube length, the girder steel bottom sets up roof beam end toggle 17, toggle and girder steel welding, a roof beam board integration external wall board sets up a plurality of connecting pieces and roof beam end toggle, the roof beam end toggle passes connecting piece fluting position and is connected the girder steel with light external wall board as a whole, the spread groove is according to the direction symmetrical arrangement of slotted hole, prevent to produce horizontal displacement between girder steel and the light external wall board. The gap between the light external wall panel and the steel beam is 2-3 cm.
The anchoring reinforcing steel bars are L-shaped, and the purpose of the anchoring reinforcing steel bars is to ensure the connection strength between the connecting pieces and the light external wall panel.
The above embodiments are merely illustrative of the principles and effects of the present invention, and are not to be construed as limiting the invention. Modifications and variations can be made to the above-described embodiments by those skilled in the art without departing from the spirit and scope of the present invention. Accordingly, it is intended that all equivalent modifications or changes which may be made by those skilled in the art without departing from the spirit and technical spirit of the present invention be covered by the claims of the present invention.
Claims (9)
1. The beam-slab integrated external wall panel for the fabricated building is characterized by comprising a steel beam and a light external wall panel, wherein the steel beam is connected with a steel structure column through a bolt, and the light external wall panel is positioned on a lower concrete floor;
a connecting piece is arranged between the light external wall panel and the steel beam;
the light external wall panel also comprises an outer leaf plate, an inner leaf plate and a heat insulation layer, wherein the inner leaf plate and the outer leaf plate are connected through wavy steel bars.
2. The assembled building beam-slab integrated external wall panel as claimed in claim 1, wherein the connecting member further comprises connecting grooves, anchoring steel bars are welded below the connecting grooves, beam bottom studs are provided at the bottom of the steel beam, and the studs are welded to the steel beam.
3. The assembled building beam-slab integrated external wall panel as claimed in claim 2, wherein the connecting groove is a rectangular square steel pipe structure, and the upper portion of the connecting groove is provided with a groove, and the length of the groove is about half of the length of the rectangular square steel pipe.
4. The assembled building beam-slab integrated external wall panel according to claim 2, wherein the connecting slots are symmetrically arranged according to the direction of the slot holes.
5. The assembled building beam-slab integrated external wall panel as claimed in claim 1, wherein the gap between the light external wall panel and the steel beam is 2-3 cm.
6. The assembled building beam-slab integrated external wall panel as claimed in claim 2, wherein the anchoring reinforcement is an L-shaped structure.
7. The assembled building beam-slab integrated external wall panel as claimed in claim 1, wherein the external wall panel is provided with a groove at a position.
8. The assembled building beam-slab integrated external wall panel as claimed in claim 1, wherein bolt holes are formed in web plates at two side ends of the steel beam, connecting plates are arranged at corresponding positions of the steel structural columns, and the steel beam and the steel structural columns are connected in a bolt connection mode;
the heated board is set up to girder steel web both sides, and the girder steel top sets up toggle nail one.
9. The beam-slab integrated external wall panel for the fabricated building according to claim 1, wherein the light external wall panel is located on a lower layer concrete floor, the bottom of the light external wall panel is provided with a pre-embedded sleeve, the upper part of the pre-embedded sleeve is provided with a horizontal rib, the horizontal rib penetrates through the pre-embedded sleeve, the inside of the pre-embedded sleeve is provided with a thread, and the bottom of the adjusting bolt is located on a lower layer steel beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021081204.XU CN214117220U (en) | 2020-06-12 | 2020-06-12 | Beam-slab integrated external wall panel for assembly type building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021081204.XU CN214117220U (en) | 2020-06-12 | 2020-06-12 | Beam-slab integrated external wall panel for assembly type building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214117220U true CN214117220U (en) | 2021-09-03 |
Family
ID=77483222
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021081204.XU Active CN214117220U (en) | 2020-06-12 | 2020-06-12 | Beam-slab integrated external wall panel for assembly type building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214117220U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115874756A (en) * | 2022-12-20 | 2023-03-31 | 浙江波威建工有限公司 | Integrated assembly type reverse-beating stone outer wall component, production process and construction method |
-
2020
- 2020-06-12 CN CN202021081204.XU patent/CN214117220U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115874756A (en) * | 2022-12-20 | 2023-03-31 | 浙江波威建工有限公司 | Integrated assembly type reverse-beating stone outer wall component, production process and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202809834U (en) | Semi-rigid whole bolt connection node for grinder-concrete wall | |
| CN106836558A (en) | A kind of buckling-restrained steel plate wall Lateral Resistant System of structural construction function integration | |
| CN107503442A (en) | A kind of assembled connecting node of steel core concrete column and girder steel | |
| CN214117220U (en) | Beam-slab integrated external wall panel for assembly type building | |
| CN214117221U (en) | Wallboard in beam slab integration for assembly type structure | |
| CN109629713A (en) | A kind of clod wash heavy wall structural steel frame-buckling-restrained slotted steel plate shear wall system | |
| CN200992753Y (en) | Shear wall restrained zinc-plated sheet iron cladded adhesive-free energy-dissipation steel support | |
| CN112376974A (en) | Assembled steel construction beam column node system | |
| CN103835399B (en) | A kind of prestress embedded steel plate concrete composite shear wall | |
| CN207144181U (en) | The attachment structure of assembly concrete-filled steel tube post and girder steel | |
| CN215594498U (en) | Wall surface shear-resistant module for cluster low-rise steel structure | |
| CN102995790B (en) | Capped steel keel and light concrete combined wall | |
| CN110331799A (en) | The trapezoidal corrugated plating shear wall of Low Yield Point Steel | |
| CN212317480U (en) | Multi-story high-rise assembled steel structure non-composite floor slab supporting system | |
| CN205637234U (en) | Compound prefabricated wall of web wave form muscle drawknot checkered steel plate concrete | |
| CN205003027U (en) | Experiment loading device of web member node stress amplitude is considered to purlin formula arched bridge | |
| CN211081110U (en) | Reinforced concrete beam plate structure of rear steel structure continuous beam | |
| CN208950125U (en) | A kind of large-span steel truss floor system | |
| CN210067063U (en) | Connecting structure of side column or center column and beam for fabricated frame structure building | |
| CN111910914A (en) | Multi-story high-rise assembled steel structure non-composite floor slab supporting system and construction method thereof | |
| CN207646886U (en) | The assembled arthitecutral structure that steel construction is combined with concrete structure | |
| CN207633583U (en) | A kind of connection structure of prefabricated post and prefabricated partition wall | |
| CN112064784A (en) | Assembled light steel structure residential building system | |
| CN205276499U (en) | Buckling restrained brace and board -like anchor connected node of concrete beam column T shaped steel | |
| CN219316194U (en) | Steel-concrete structure assembled house structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 253000 Dejian building, East Sanba Road, Dezhou Economic Development Zone, Shandong Province Patentee after: Shandong Expressway Dejian Group Co.,Ltd. Address before: 253000 Dejian building, East Sanba Road, Dezhou Economic Development Zone, Shandong Province Patentee before: SHANDONG DEJIAN GROUP Co.,Ltd. |