CN211849478U - Base type crown beam - Google Patents
Base type crown beam Download PDFInfo
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- CN211849478U CN211849478U CN202020191593.5U CN202020191593U CN211849478U CN 211849478 U CN211849478 U CN 211849478U CN 202020191593 U CN202020191593 U CN 202020191593U CN 211849478 U CN211849478 U CN 211849478U
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- crown beam
- cast
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- hat
- hole
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- 239000004567 concrete Substances 0.000 claims description 10
- 238000010276 construction Methods 0.000 abstract description 10
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 230000004308 accommodation Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000008707 rearrangement Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
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Abstract
The utility model relates to a construction technical field discloses a basic formula crown beam. This base type is guan liang includes hat beam assembly, connecting piece and a plurality of fender pile, a plurality of fender piles are the in-line and arrange, hat beam assembly includes a plurality of hat roof beams, every hat roof beam sets up on a fender pile rather than corresponding, and can dismantle the connection between two adjacent hat roof beams, be provided with the cast-in-place hole on the hat roof beam, the through-hole that the direction of height of hat roof beam was extended is followed in the cast-in-place hole, all be provided with rings on every hat roof beam, the loop wheel machine can pass through rings drive hat roof beam lift, the connecting piece sets up in the cast-in-place hole, be used for connecting a fender pile and rather than corresponding hat roof beam. The utility model provides a roof beam is hat to basic formula can avoid a fender pile to take place the phenomenon of collapsing in succession, through set up rings on every hat roof beam, and the loop wheel machine can rise through rings drive hat roof beam to reduce workman's working strength, reduce the cost of labor.
Description
Technical Field
The utility model relates to a construction technical field especially relates to a basic formula crown beam.
Background
The reinforced concrete continuous beam that sets up at the peripheral supporting construction top of foundation ditch is called basic formula crown beam, and basic formula crown beam's effect has two: one is that all pile foundations are connected together to prevent the top edge of the foundation pit from collapsing, and the other is that the horizontal extrusion force and the vertical shearing force are supported through reinforced concrete.
The pile top crown beam of the traditional foundation pit support pile generally adopts cast-in-place, and the construction steps of the traditional cast-in-place structure are as follows: the method comprises the steps of firstly chiseling the top of a supporting pile, crushing concrete at the top of the supporting pile, exposing reinforcing steel bars inside the supporting pile, then manually combining the reinforcing steel bars of the supporting pile with reinforcing steel bars of a crown beam frame, excavating soil around the supporting pile, pouring a concrete cushion layer, setting a template, pouring the supporting pile, and then needing to maintain the crown beam for a period of time to put into use. Traditional cast-in-place structure construction procedure is complicated in the construction, and the construction cycle is long, and construction cost is expensive, and environmental pollution is serious, wastes time and energy, and when hat beam reinforcement and concrete placement, needs a large amount of workman, causes the cost of labor to increase. In addition, in the prior art, the whole crown beam is usually prefabricated from the crown beam unit, and when a certain supporting pile collapses under the action of external force, other supporting piles are driven to continuously collapse at the same time, so that the maintenance cost is high.
SUMMERY OF THE UTILITY MODEL
Based on above, an object of the utility model is to provide a basic formula crown beam reduces workman's working strength, reduces the cost of labor, and can prevent that a fender pile from taking place to collapse in succession.
In order to achieve the purpose, the utility model adopts the following technical proposal:
a base crown beam comprising:
the supporting piles are arranged in a straight line shape;
the top beam assembly comprises a plurality of top beams, each top beam is arranged on one corresponding supporting pile, two adjacent top beams are detachably connected, cast-in-place holes are formed in the top beams and are through holes extending in the height direction of the top beams, each top beam is provided with a lifting ring, and a crane can drive the top beams to lift through the lifting rings;
and the connecting piece is arranged in the cast-in-situ hole and is used for connecting the supporting pile with the crown beam corresponding to the supporting pile.
As a preferred scheme of the base type crown beam, two ends of the crown beam are respectively provided with a convex part and a groove, and the convex part on one of the two adjacent crown beams can be clamped in the groove on the other crown beam.
As a preferable scheme of the base type crown beam, the cross-sectional shape of the convex part and the cross-sectional shape of the groove are both of a T-shaped structure.
As a preferable scheme of the base type crown beam, the top of the support pile is provided with a containing hole which is communicated with the cast-in-place hole on the corresponding crown beam.
As a preferable scheme of the base type crown beam, the cross section of the cast-in-place hole is circular, and the radius r of the cross section of the cast-in-place hole is more than or equal to 300 mm.
As a preferable aspect of the base type crown beam, a radius of a cross section of the accommodation hole is larger than a radius of a cross section of the cast-in-place hole.
As a preferable scheme of the base type crown beam, the height h of the crown beam is more than or equal to 800 mm.
As a preferable scheme of the base type crown beam, the connecting piece is made of concrete.
As a preferable scheme of the base type crown beam, the cast-in-place hole is polygonal or elliptical in shape.
The utility model has the advantages that:
the utility model provides a base type crown beam, this base type crown beam includes crown beam subassembly, connecting piece and a plurality of fender pile, crown beam subassembly includes a plurality of crown beams, every crown beam sets up on a fender pile rather than corresponding, can dismantle the connection between two adjacent crown beams, after one of them fender pile receives the external force effect and takes place to collapse, the crown beam on the fender pile that takes place to collapse can separate rather than adjacent crown beam, thereby make this fender pile take place to collapse, only drive the crown beam on it to collapse simultaneously, thereby realize avoiding other fender piles to take place the phenomenon of synchronous collapse, reduce the maintenance cost; through set up rings on every hat roof beam, the loop wheel machine can pass through rings drive hat roof beam lift to when installing hat roof beam on the fender pile, can use the loop wheel machine to install it, reduce workman's working strength, reduce the cost of labor.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings required to be used in the description of the embodiments of the present invention will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the contents of the embodiments of the present invention and the drawings without creative efforts.
Fig. 1 is a longitudinal sectional view of a base type crown beam provided by the present invention;
fig. 2 is a top view of the base type crown beam provided by the present invention;
fig. 3 is a schematic structural diagram of a crown beam of the base-type crown beam provided by the present invention.
In the figure:
1-supporting a pile; 11-a receiving hole;
2-a crown beam assembly; 21-a crown beam; 211-cast-in-place holes; 212-a boss; 213-a groove; 22-hanging ring.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the invention and are not limiting of the invention. It should be further noted that, for the convenience of description, only some of the structures related to the present invention are shown in the drawings, not all of the structures.
In the description of the present invention, unless expressly stated or limited otherwise, the terms "connected," "connected," and "fixed" are to be construed broadly, e.g., as meaning permanently connected, detachably connected, or integral to one another; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
In the present disclosure, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may comprise direct contact between the first and second features, or may comprise contact between the first and second features not directly. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.
In the description of the present embodiment, the terms "upper", "lower", "left", "right", and the like are used in the orientation or positional relationship shown in the drawings only for convenience of description and simplicity of operation, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used only for descriptive purposes and are not intended to have a special meaning.
As shown in fig. 1 to 3, the embodiment provides a base type crown beam, which includes a crown beam assembly 2, a connecting member, and a plurality of supporting piles 1, wherein the supporting piles 1 are arranged in a straight line, the crown beam assembly 2 includes a plurality of crown beams 21, each crown beam 21 is disposed on one supporting pile 1 corresponding to the crown beam 21, and two adjacent crown beams 21 are detachably connected to each other, a cast-in-place hole 211 is disposed on the crown beam 21, the cast-in-place hole 211 is a through hole extending in a height direction of the crown beam 21, each crown beam 21 is provided with a hanging ring 22, a crane can drive the crown beam 21 to lift through the hanging ring 22, and the connecting member is disposed in the cast-in-place hole 211 and used for connecting the supporting pile 1 with the corresponding crown beam 21.
According to the base type crown beam provided by the embodiment, the two adjacent crown beams 21 are detachably connected, and when one supporting pile 1 collapses under the action of external force, the crown beam 21 on the collapsed supporting pile 1 can be separated from the adjacent crown beam 21, so that after the supporting pile 1 collapses, only the crown beam 21 on the supporting pile 1 is driven to collapse simultaneously, the phenomenon that other supporting piles 1 collapse synchronously is avoided, and the maintenance cost is reduced; by arranging the hanging ring 22 on each crown beam 21, the crane can drive the crown beam 21 to lift through the hanging ring 22, so that when the crown beam 21 is installed on the support pile 1, the crane can be used for installing the crown beam, the working strength of workers is reduced, and the labor cost is reduced.
Preferably, the height h of the crown beam 21 is 800mm or more, so that the crown beam 21 has sufficient strength.
Further, as shown in fig. 1-2, in the present embodiment, the cross-sectional shape of the cast-in-place hole 211 is a rectangular structure. Of course, the cross-sectional shape of the cast-in-place hole 211 may also be a circular structure or other irregular structures, which is not limited herein.
Further, the connecting piece is made of concrete. Specifically, after the crown beam 21 is placed on the support pile 1, concrete is poured into the cast-in-place hole 211, and the connector is formed after the concrete is solidified.
Further, the top of the support pile 1 is provided with a receiving hole 11, and the receiving hole 11 is communicated with the cast-in-place hole 211 on the corresponding crown beam 21. When concrete is poured into the cast-in-place hole 211, the concrete also flows into the accommodation hole 11 at the same time. By arranging the accommodating holes 11 communicated with the cast-in-place holes 211 on the support piles 1, the contact area between the connecting piece and the support piles 1 can be increased, and the connection stability between the support piles 1 and the crown beam 21 is improved.
Preferably, in this example, when the cross-sectional shape of the cast-in-place hole 211 is circular, the radius r of the cross-section of the cast-in-place hole 211 is greater than or equal to 300mm, so as to increase the volume of the connecting piece and increase the connecting strength of the connecting piece.
Preferably, the cross-sectional shape of the receiving hole 11 is circular, and the radius of the cross-section of the receiving hole 11 is larger than that of the cast-in-place hole 211. By adopting the arrangement mode, the longitudinal section of the connecting piece can form a T-shaped structure, and part of the connecting piece positioned in the accommodating hole 11 can be abutted against the bottom surface of the crown beam 21, so that the stable connection between the support pile 1 and the crown beam 21 is further realized.
Of course, in other embodiments, the cross-sectional shape of the receiving hole 11 may be a "T" shape, the small-diameter end of the receiving hole 11 is disposed near the crown beam 21, and the diameter of the small-diameter end of the receiving hole 11 is equal to the diameter of the cast-in-place hole 211.
Further, as shown in fig. 3, both ends of the crown beams 21 are respectively provided with a convex portion 212 and a concave groove 213, the convex portion 212 on one crown beam 21 of two adjacent crown beams 21 can be clamped in the concave groove 213 on the other crown beam 21, so that the two adjacent crown beams 21 are clamped with each other.
In order to ensure the integrity of the crown beam assembly 2, the cross-sectional shape of the convex part 212 and the cross-sectional shape of the groove 213 are both in a T shape, so that the adjacent two crown beams 21 are stably connected, and the connection effect is good.
With reference to fig. 1 to 3, the construction method of the base-type crown beam provided in this embodiment is as follows:
(1) the crane lifts one of the crown beams 21 and places the crown beam 21 on the support pile 1;
(2) fixing the crown beam 21 on the support pile 1 by using a connecting piece;
(3) the crane lifts another crown beam 21, places the crown beam 21 on the support pile 1, and enables the crown beam 21 to be clamped on the adjacent crown beam 21;
(4) and (3) repeating the steps (2) and (3) in sequence until all the crown beams 21 are fixed on the corresponding support piles 1.
According to the base type crown beam provided by the embodiment, the crown beam 21 is hoisted by the hoisting ring 22 on the crown beam 21 through the crane and is placed on the corresponding support pile 1, so that the construction method is simplified, the working strength of workers is reduced, the labor cost is reduced, and the stability is better.
It should be noted that the foregoing is only a preferred embodiment of the present invention and the technical principles applied. It will be understood by those skilled in the art that the present invention is not limited to the particular embodiments described herein, but is capable of various obvious changes, rearrangements and substitutions as will now become apparent to those skilled in the art without departing from the scope of the invention. Therefore, although the present invention has been described in greater detail with reference to the above embodiments, the present invention is not limited to the above embodiments, and may include other equivalent embodiments without departing from the scope of the present invention.
Claims (9)
1. A base crown beam, comprising:
the supporting piles (1) are arranged in a straight line;
the crown beam assembly (2) comprises a plurality of crown beams (21), each crown beam (21) is arranged on one corresponding supporting pile (1), two adjacent crown beams (21) are detachably connected, a cast-in-place hole (211) is formed in each crown beam (21), each cast-in-place hole (211) is a through hole extending in the height direction of the crown beam (21), each crown beam (21) is provided with a lifting ring (22), and a crane can drive the crown beam (21) to lift through the lifting rings (22);
the connecting piece is arranged in the cast-in-place hole (211) and is used for connecting the supporting pile (1) and the crown beam (21) corresponding to the supporting pile.
2. The basic crown beam according to claim 1, characterized in that both ends of the crown beam (21) are respectively provided with a protrusion (212) and a groove (213), the protrusion (212) on one of the crown beams (21) of two adjacent crown beams (21) can be snapped into the groove (213) on the other crown beam (21).
3. The primary crown beam according to claim 2, characterized in that the cross-sectional shape of the protrusion (212) and the cross-sectional shape of the groove (213) are both "T" -shaped structures.
4. The primary crown beam according to claim 1, characterized in that a receiving hole (11) is provided at the top of the support pile (1), and the receiving hole (11) communicates with the cast-in-place hole (211) of the corresponding crown beam (21).
5. The base crown beam according to claim 4, characterized in that the cross-sectional shape of the cast-in-place hole (211) is circular and the radius r of the cross-section of the cast-in-place hole (211) is greater than or equal to 300 mm.
6. The primary crown beam according to claim 5, characterized in that the radius of the cross section of the receiving hole (11) is larger than the radius of the cross section of the cast-in-place hole (211).
7. The base crown beam according to claim 1, characterized in that the height h of the crown beam (21) is greater than or equal to 800 mm.
8. The primary crown beam according to claim 1, characterized in that the connecting member is made of concrete.
9. The primary crown beam according to claim 1, characterized in that the shape of the cast-in-place hole (211) is polygonal or elliptical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020191593.5U CN211849478U (en) | 2020-02-20 | 2020-02-20 | Base type crown beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020191593.5U CN211849478U (en) | 2020-02-20 | 2020-02-20 | Base type crown beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211849478U true CN211849478U (en) | 2020-11-03 |
Family
ID=73247654
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020191593.5U Active CN211849478U (en) | 2020-02-20 | 2020-02-20 | Base type crown beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211849478U (en) |
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2020
- 2020-02-20 CN CN202020191593.5U patent/CN211849478U/en active Active
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