CN206189739U - Perforated web formula combination beam - Google Patents

Abstract

The utility model discloses a perforated web type composite beam, which comprises a steel structure beam, and a perforated web connector is fixed on the top of the steel structure beam, and the perforated web connector is composed of a flange and a web, and the flange is fixed At one end of the web, the other end of the web is fixed on the steel structure beam, and holes are evenly distributed on the web; one end of the connecting steel bars passing through the holes is located in the first reinforced concrete prefabricated slab, and the other end is located in the second In the second reinforced concrete prefabricated slab; above the flange, a number of upper connecting steel bars are evenly laid, one end of the upper layer connecting steel bars is located above the first reinforced concrete prefabricated slab, and the other end is located above the second reinforced concrete prefabricated slab; the first reinforced concrete prefabricated slab, The upper part of the second reinforced concrete prefabricated slab and the steel structure beam is filled with adhesive material. By adopting the composite beam provided by the utility model, through comparative calculation, the consumption of section steel can be reduced by 12%-17%, and the construction cost can be significantly reduced.

Description

Open-hole web composite beam

technical field

The utility model relates to the technical field of construction engineering, in particular to an open-hole web type composite beam.

Background technique

Compared with reinforced concrete beams, steel-concrete composite beams can reduce the weight of the structure, enhance the seismic performance, reduce the size of the section, increase the effective use of space, save formwork and formwork, shorten the construction period, and increase the extensibility of the beam. Compared with steel beams, it can reduce the amount of steel used, increase rigidity, increase stability and integrity, and enhance structural fire resistance and durability.

In recent years, steel-concrete composite beams have been more and more widely used in urban overpass bridges and building structures in my country, and are developing in the direction of large spans. The application practice of steel-concrete composite beam in our country shows that it has both the advantages of steel structure and concrete structure, has significant technical, economic and social benefits, is suitable for the national conditions of my country's basic construction, and is one of the main development directions of the future structural system .

However, the construction of steel-concrete composite beams takes a long time. First, the main steel structure must be built, and then poured on the basis of the steel structure. The pouring process takes a lot of time and will also generate a lot of Dust.

Utility model content

The purpose of the utility model is to provide an open-hole web-type composite beam, which can realize 100% fully assembled construction, the construction process is simpler, and at the same time, the generation of construction waste is significantly reduced. Minimize the construction work of cast-in-place concrete and significantly reduce construction dust, thereby reducing dust pollution.

In order to solve the problems of the technologies described above, the utility model adopts the following technical solutions:

A perforated web type composite beam, comprising a steel structure beam, a perforated web connector is fixed on the top of the steel structure beam, the perforated web connector is composed of a flange and a web, and the flange is fixed at one end of the web , the other end of the web is fixed on the steel structure beam, the web is provided with evenly distributed holes, and both sides of the flange are provided with evenly distributed slots, the slots on both sides of the flange are arranged alternately, and the slots can be Circular, rectangular, trapezoidal, etc.; the shape of the hole can be rectangular, trapezoidal, semicircular, circular, etc.; one side of the opening web connector is provided with a first reinforced concrete prefabricated slab, and the other side is provided with a second The reinforced concrete prefabricated slab, the first reinforced concrete prefabricated slab and the second reinforced concrete prefabricated slab are located on the flange of the steel structure beam; it also includes the lower connecting steel bar, and the end of the lower layer connecting steel bar passing through the hole is located in the first reinforced concrete precast slab , the other end is located in the second reinforced concrete precast slab; a number of upper connecting steel bars are evenly laid on the top of the flange, one end of the upper connecting steel bars is located above the first reinforced concrete precast slab, and the other end is located above the second reinforced concrete precast slab. The steel bars are bound on the first reinforced concrete prefabricated slab and the second reinforced concrete prefabricated slab; the upper parts of the first reinforced concrete prefabricated slab, the second reinforced concrete prefabricated slab and the steel structure beam are filled with adhesive materials.

As one of the possible implementations, the first reinforced concrete prefabricated slab and the second reinforced concrete prefabricated slab include a concrete prefabricated slab, a W-shaped steel bar and a top steel bar, and a built-in steel bar is arranged in the concrete prefabricated slab, and the bottom of the W-shaped steel bar and the top steel bar The above-mentioned built-in reinforcement is connected, and the top of the W-shaped reinforcement is connected with the top reinforcement; the top reinforcement is bound with a surface reinforcement, and the surface reinforcement is perpendicular to the top reinforcement.

Specifically, the length of the lower connecting steel bars located above the first prefabricated reinforced concrete slab is equal to the length above the second prefabricated reinforced concrete slab.

In the aforementioned open-hole web-type composite beam, the holes are trapezoidal. The hole position is designed to be trapezoidal. On the one hand, it is to prevent the web from covering the perforation, reduce the cross-sectional area of the bonding material, and reduce the local strength of the bonding material; on the other hand, for the convenience of processing, the web can be directly made of H-shaped steel. Cutting, cutting the H-shaped steel into two, and then opening slots on the flange, so as to improve the processing speed and speed up the construction process. The cutting method is shown in Figure 3.

Compared with the prior art, the composite beam of the present invention has the following advantages:

1. The existing steel structure standard joint design and construction methods are also applicable to this structure.

2. The structural design meets all the requirements of the existing design specifications.

3. The integrity of the floor is strong, and the overall structural rigidity of the floor and the frame is improved.

4. The deflection is significantly reduced, and the structural performance of the building is greatly improved.

5. Through comparative calculation, the amount of section steel can be reduced by 12%-17%, which significantly reduces the construction cost.

6. The structure uses prefabricated concrete hollow slabs, which can significantly reduce the weight of the floor slab, thereby enhancing the seismic performance of the overall structure, and at the same time significantly reducing the overall amount of concrete.

7. On the premise of ensuring or improving the overall rigidity of the structure, due to the application of this structure, the total height of the composite beam is reduced, thereby increasing the net height of the floor and increasing the usable space.

8. The on-site construction process steps are clear, 100% fully assembled construction can be realized, the construction process is simpler, and the generation of construction waste is significantly reduced.

9. Minimize the construction work of cast-in-place concrete and significantly reduce construction dust, thereby reducing dust pollution and meeting the "green construction" standard.

10. It can meet the requirements of building standardization, factory production of components, mechanization of construction and scientific organization and management.

Description of drawings

Fig. 1 is the structural representation of a kind of embodiment of the utility model;

Fig. 2 is a sectional view of an embodiment of the utility model;

Fig. 3 is a structural schematic diagram of a perforated web connector;

Fig. 4 is a schematic structural view of an embodiment of a perforated web connector.

Reference signs: 1-steel structure column, 2-steel structure beam, 3-opening web connection piece, 4-lower connecting reinforcement, 5-first reinforced concrete prefabricated slab, 6-surface reinforcement, 7-upper connection Reinforcement, 8-flange, 9-web, 10-hole, 11-top reinforcement, 12-W type reinforcement, 13-concrete prefabricated slab, 14-second reinforced concrete prefabricated slab, 15-built-in reinforcement, 16- slot.

Below in conjunction with accompanying drawing and specific embodiment, the utility model is further described.

detailed description

Embodiment 1 of the present utility model: as shown in Figures 1 and 2, a perforated web-type composite beam includes a steel structure beam 2, and the top of the steel structure beam 2 is fixed with a perforated web connector 3, and the perforated web The web connector 3 is composed of a flange 8 and a web 9, the flange 8 is fixed on one end of the web 9, the other end of the web 9 is fixed on the steel structural beam 2, and the web 9 is provided with evenly distributed holes Position 10, the two sides of the flange 8 are provided with evenly distributed slots 16, the slots 16 on both sides of the flange 8 are arranged alternately, the holes 10 are trapezoidal; the side of the opening web connector 3 is provided with a second A reinforced concrete prefabricated slab 5, the other side is provided with a second reinforced concrete prefabricated slab 14, the first reinforced concrete prefabricated slab 5 and the second reinforced concrete prefabricated slab 14 are located on the flange of the steel structure beam 2; also includes the lower layer connection Steel bar 4, the lower connecting steel bar 4 passes through the hole position 10, one end is located in the first reinforced concrete precast slab 5, and the other end is located in the second reinforced concrete precast slab 14; a number of upper connecting steel bars 7 are evenly laid on the top of the flange 8, and the upper layer One end of the connecting reinforcement 7 is located above the first reinforced concrete prefabricated slab 5, and the other end is positioned above the second reinforced concrete prefabricated slab 14, and the upper connecting reinforcement 7 is bound on the first reinforced concrete prefabricated slab 5 and the second reinforced concrete prefabricated slab 14; Adhesive material is filled above the first reinforced concrete prefabricated slab 5 , the second reinforced concrete prefabricated slab 14 and the steel structure beam 2 .

Embodiment 2: As shown in Figures 1 and 2, a perforated web-type composite beam includes a steel structure beam 2, a perforated web connector 3 is fixed on the top of the steel structure beam 2, and the perforated web connector 3 is composed of a flange 8 and a web 9, the flange 8 is fixed on one end of the web 9, the other end of the web 9 is fixed on the steel structure beam 2, and the web 9 is provided with evenly distributed holes 10, the wing Evenly distributed slots 16 are arranged on both sides of the flange 8, and the slots 16 on both sides of the flange 8 are arranged alternately, and the holes 10 are trapezoidal; one side of the opening web connector 3 is provided with a first reinforced concrete prefabricated slab 5, the other side is provided with a second reinforced concrete prefabricated slab 14, the first reinforced concrete prefabricated slab 5 and the second reinforced concrete prefabricated slab 14 are both located on the flange of the steel structure beam 2; One end of the connecting steel bar 4 passing through the hole 10 is located in the first reinforced concrete prefabricated slab 5, and the other end is located in the second reinforced concrete prefabricated slab 14; above the flange 8, a number of upper connecting steel bars 7 are evenly laid, and one end of the upper connecting steel bar 7 Located above the first reinforced concrete prefabricated slab 5, the other end is positioned above the second reinforced concrete prefabricated slab 14, the upper connecting steel bars 7 are bound on the first reinforced concrete prefabricated slab 5 and the second reinforced concrete prefabricated slab 14; the first reinforced concrete prefabricated The board 5 , the second reinforced concrete prefabricated board 14 and the steel structure beam 2 are filled with adhesive material.

The first reinforced concrete prefabricated slab 5 and the second reinforced concrete prefabricated slab 14 all comprise concrete prefabricated slab 13, W-shaped steel bar 12 and top steel bar 11, and built-in steel bar 15 is provided in the concrete prefabricated slab 13, the bottom of W-shaped steel bar 12 and all The built-in steel bar 15 is connected, and the top of the W-shaped steel bar 12 is connected with the top steel bar 11. The top reinforcement 11 is bound with surface reinforcement 6, and the surface reinforcement 6 is perpendicular to the top reinforcement 11.

Embodiment 3: As shown in Figures 1 and 2, a perforated web-type composite beam includes a steel structure beam 2, a perforated web connector 3 is fixed on the top of the steel structure beam 2, and the perforated web connector 3 is composed of a flange 8 and a web 9, the flange 8 is fixed on one end of the web 9, the other end of the web 9 is fixed on the steel structure beam 2, and the web 9 is provided with evenly distributed holes 10, the wing Evenly distributed slots 16 are arranged on both sides of the flange 8, and the slots 16 on both sides of the flange 8 are arranged alternately, and the holes 10 are trapezoidal; one side of the opening web connector 3 is provided with a first reinforced concrete prefabricated slab 5, the other side is provided with a second reinforced concrete prefabricated slab 14, the first reinforced concrete prefabricated slab 5 and the second reinforced concrete prefabricated slab 14 are both located on the flange of the steel structure beam 2; One end of the connecting steel bar 4 passing through the hole 10 is located in the first reinforced concrete prefabricated slab 5, and the other end is located in the second reinforced concrete prefabricated slab 14; above the flange 8, a number of upper connecting steel bars 7 are evenly laid, and one end of the upper connecting steel bar 7 Located above the first reinforced concrete prefabricated slab 5, the other end is positioned above the second reinforced concrete prefabricated slab 14, the upper connecting steel bars 7 are bound on the first reinforced concrete prefabricated slab 5 and the second reinforced concrete prefabricated slab 14; the first reinforced concrete prefabricated The board 5 , the second reinforced concrete prefabricated board 14 and the steel structure beam 2 are filled with adhesive material.

The first reinforced concrete prefabricated slab 5 and the second reinforced concrete prefabricated slab 14 all comprise concrete prefabricated slab 13, W-shaped steel bar 12 and top steel bar 11, and built-in steel bar 15 is provided in the concrete prefabricated slab 13, the bottom of W-shaped steel bar 12 and all The built-in steel bar 15 is connected, and the top of the W-shaped steel bar 12 is connected with the top steel bar 11. The length of the lower connecting steel bars 4 located above the first reinforced concrete prefabricated slab 5 is equal to the length above the second reinforced concrete prefabricated slab 14 . The top reinforcement 11 is bound with surface reinforcement 6, and the surface reinforcement 6 is perpendicular to the top reinforcement 11.

The composite beam of the utility model is suitable for various structures with different spans, such as large gymnasiums, hotels, logistics warehouses, parking lots, office buildings and the like. It can be used in combination with staggered trusses to greatly improve the overall layout of the structure, making the layout more flexible and reasonable.

The technological process of the composite beam of the present utility model:

Step 1: First, the steel structure beam 2 is fixed on the steel structure column 1 by a traditional connection form, such as bolt connection.

Step 2: Then weld the web 9 of the opening web connector 3 to the top of the steel structural beam 2 (step 2 and step 1 can also be reversed in sequence).

Step 3: placing the ends of the first reinforced concrete prefabricated slab 5 and the second reinforced concrete prefabricated slab 14 on the flange of the steel structure beam 2;

Step 4: Insert the connecting steel bar 4 into the hole 10, and keep the two ends of the connecting steel bar 4 on both sides of the hole 10 equal in length.

Step 5: Bind the surface layer reinforcement bars 6 on the first reinforced concrete prefabricated slab 5 and the second reinforced concrete prefabricated slab 14 .

Step 6: Bind the upper layer connecting steel bar 7 on the surface layer steel bar 6, then pour the adhesive material, the adhesive material can be poured through the slot 16, if there is no slot 16, the adhesive material is difficult to pour, such as the flange 8 directly below, and here is the key point of stress, which directly affects the stability of the whole. Since the slots 16 are evenly distributed, the adhesive material can be evenly poured to prevent blind filling areas; the slots 16 on both sides of the flange 8 are arranged alternately, which can make the force on the flange 8 more uniform, thereby improving the overall reliability.

Claims (5)

1. a kind of web with openings formula combination beam, it is characterised in that including steel structure girder (2), steel structure girder is fixed with the top of (2) Web with openings connector (3), web with openings connector (3) is made up of the edge of a wing (8) and web (9), and the edge of a wing (8) are fixed on web (9) one end, the other end of web (9) is fixed on steel structure girder (2), and web (9) is provided with equally distributed hole position (10), The both sides on the edge of a wing (8) are provided with equally distributed slotted eye (16), and the slotted eye (16) of the edge of a wing (8) both sides is staggered；Web with openings connects Fitting (3) side is provided with the first reinforced concrete prefabricated board (5), and opposite side is provided with the second reinforced concrete prefabricated board (14), the One reinforced concrete prefabricated board (5) and the second reinforced concrete prefabricated board (14) are respectively positioned on the edge of a wing of steel structure girder (2)；Also wrap Include lower floor and connect reinforcing bar (4), lower floor connects reinforcing bar (4) and is located at the first reinforced concrete prefabricated board (5) through hole position (10) one end Interior, the other end is located in the second reinforced concrete prefabricated board (14)；The top on the edge of a wing (8) is uniformly equipped with some upper strata connection steel Muscle (7), upper strata connection reinforcing bar (7) one end is located at the first reinforced concrete prefabricated board (5) top, and the other end is mixed positioned at the second reinforcing bar Solidifying soil prefabricated board (14) top, upper strata connects reinforcing bar (7) colligation in the first reinforced concrete prefabricated board (5) and the second reinforced concrete On native prefabricated board (14)；First reinforced concrete prefabricated board (5), the second reinforced concrete prefabricated board (14) and steel structure girder (2) Top be filled with jointing material.

2. web with openings formula combination beam according to claim 1, it is characterised in that the first reinforced concrete prefabricated board (5) Include concrete prefabricated board (13), W steel bars (12) and top rebars (11) with the second reinforced concrete prefabricated board (14), mix Built-in reinforcing bar (15) is provided with solidifying soil prefabricated board (13), the bottom of W steel bars (12) is connected with the built-in reinforcing bar (15), W types The top of reinforcing bar (12) is connected with the top rebars (11).

3. web with openings formula combination beam according to claim 1, it is characterised in that lower floor connects reinforcing bar (4) positioned at first Length above reinforced concrete prefabricated board (5) is located at the length above the second reinforced concrete prefabricated board (14) equal to it.

4. web with openings formula combination beam according to claim 1, it is characterised in that the hole position (10) is in echelon.

5. web with openings formula combination beam according to claim 2, it is characterised in that top rebars are banded with surface layer on (11) Reinforcing bar (6), surfacing steel bar (6) and top rebars (11) are vertical.