CN210659235U - Device for reducing temporary construction of assembled steel bar truss floor - Google Patents
Device for reducing temporary construction of assembled steel bar truss floor Download PDFInfo
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- CN210659235U CN210659235U CN201921244724.5U CN201921244724U CN210659235U CN 210659235 U CN210659235 U CN 210659235U CN 201921244724 U CN201921244724 U CN 201921244724U CN 210659235 U CN210659235 U CN 210659235U
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- steel bar
- supporting
- bar truss
- stud
- truss floor
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Abstract
The utility model discloses an assembled steel bar truss floor reduces device of interim construction, including a plurality of stands of vertical setting, the position that is close to the upper end between the adjacent coexistence post is connected with horizontal girder and vertical girder respectively, is provided with bearing unit on horizontal girder and the vertical girder, is provided with the support element who is used for supporting the template on this bearing unit. The utility model discloses a set up vertical support, realized the overlap joint between two vertical girders, through setting up square pipe or square timber, realized the support to the template, can adjust the support piece of whole height through the setting, realized the support to square pipe or square timber, the utility model discloses can reduce the bottom sprag, the current of this floor of being convenient for, and the quantity of the part that uses is less, reduced work load, convenient construction, accelerate the construction progress, practice thrift the cost.
Description
Technical Field
The utility model relates to a strutting arrangement, concretely relates to assembled steel bar truss floor reduces device of interim construction belongs to construction technical field.
Background
The existing steel bar truss floor is supported by a template support frame during construction, the template support frame is mostly made of wooden bars or iron pipes, the requirement of various landforms can be met, and when a foundation is soft and sinks, the heights of the template and the inner concrete can be readjusted by only rotating a threaded seat.
But adopt current template support frame to easily make this floor shutoff, be not convenient for current, and the part quantity of this support frame is more, be not convenient for construct and demolish.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is to overcome prior art's the aforesaid not enough, provide a device that does not influence the current assembled steel bar truss floor in this layer and reduce interim construction.
In order to solve the above problem, the utility model adopts the following technical scheme: the device for reducing temporary construction of the assembled steel bar truss floor comprises a plurality of vertical columns, wherein the vertical columns are vertically arranged, a transverse main beam and a longitudinal main beam are respectively connected between two adjacent vertical columns at positions close to the upper ends of the two adjacent vertical columns, bearing units are arranged on the transverse main beam and the longitudinal main beam, and supporting units used for supporting the floor are arranged on the bearing units.
The following is the utility model discloses to the further optimization of above-mentioned scheme: the bearing unit comprises a plurality of longitudinal supports arranged between two corresponding transverse main beams, and two ends of each longitudinal support are respectively positioned in the grooves of the transverse main beams.
Further optimization: the supporting unit comprises a plurality of square pipes for supporting the template, the square pipes are arranged in parallel at intervals, and the square pipes are perpendicular to the longitudinal girder.
Further optimization: the square pipes are respectively positioned between the two corresponding longitudinal main beams, and the two ends of each square pipe are respectively positioned on the inner sides of the two corresponding longitudinal main beams.
Further optimization: the supporting units are respectively positioned between the lower end face of the square pipe and the upper end face of the longitudinal support.
Further optimization: the supporting unit is a supporting piece capable of adjusting the length up and down.
Further optimization: the support piece comprises a clamping part for supporting the square pipe, and a groove is formed in the clamping part.
Further optimization: the lower end surface of the clamping part is connected with a stud at a position close to the middle part, and the axis of the stud is consistent with the telescopic direction of the support part.
Further optimization: a cylinder is sleeved below the stud, a hole for accommodating the stud is formed in the cylinder, and the lower end of the stud is located in the hole for a certain distance.
Further optimization: and the stud is sleeved with a nut matched with the stud.
During the use, will vertically support and install on vertical girder, place support piece above vertically supporting to install square pipe or square timber on support piece.
The utility model discloses a set up vertical support, realized the overlap joint between two vertical girders, through setting up square pipe or square timber, realized the support to the template, can adjust the support piece of whole height through the setting, realized the support to square pipe or square timber, the utility model discloses can reduce the bottom sprag, the current of this floor of being convenient for, and the quantity of the part that uses is less, reduced work load, convenient construction, accelerated the construction progress, practice thrift the cost.
The present invention will be further explained with reference to the drawings and examples.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention;
FIG. 2 is a cross-sectional view taken along line A-A of FIG. 1;
FIG. 3 is a cross-sectional view taken along line B-B of FIG. 1;
fig. 4 is a schematic structural diagram of a supporting member according to an embodiment of the present invention.
In the figure: 1-upright column; 2-transverse main beam; 3-a clamping part; 4-longitudinal support; 5-longitudinal main beam; 6-square tube; 7-a support; 8-a groove; 9-a stud; 10-a nut; 11-a cylinder; 12-base.
Detailed Description
Embodiment 1, as shown in fig. 1 to 3, an apparatus for reducing temporary construction of an assembled steel bar truss floor includes a plurality of vertical columns 1, a transverse main beam 2 and a longitudinal main beam 5 are respectively and fixedly connected between two adjacent vertical columns 1 near the upper end, a bearing unit is disposed on the transverse main beam 2 and the longitudinal main beam 5, and a support unit for supporting the floor is disposed on the bearing unit.
The transverse main beam 2 and the longitudinal main beam 5 are of I-shaped structures respectively, so that the strength of the main beams and the support of the bearing unit are increased conveniently.
The bearing unit comprises a plurality of longitudinal supports 4 arranged between two corresponding transverse main beams 2, two ends of each longitudinal support 4 are respectively positioned in the grooves of the transverse main beams 2, and the transverse main beams 2 are used for supporting the longitudinal supports 4.
The plurality of longitudinal supports 4 are arranged in parallel at intervals, and the longitudinal supports 4 and the longitudinal main beams 5 are also arranged in parallel.
The longitudinal supports 4 are made of commercial I-shaped steel, and the height of the longitudinal supports 4 is smaller than that of the transverse main beams 2, so that the end parts of the longitudinal supports 4 are conveniently clamped in the grooves of the transverse main beams 2.
The supporting unit comprises a plurality of square pipes 6 used for supporting the template, the square pipes 6 are arranged in parallel at intervals, and the square pipes 6 are perpendicular to the longitudinal girder 5.
The square pipes 6 are respectively located between the two corresponding longitudinal main beams 5, and two ends of each square pipe 6 are respectively located on the inner sides of the two corresponding longitudinal main beams 5.
The upper end face of the square pipe 6 and the upper end face of the longitudinal main beam 5 are located in the same plane, and the design is convenient for providing supporting force for the template.
The supporting units are respectively positioned between the lower end face of the square pipe 6 and the upper end face of the longitudinal support 4 and are used for supporting the square pipe 6.
Square pipe 6 also can choose for use the square timber, and the design is convenient for improve the support dynamics like this, also can reduce the damage to the template simultaneously.
The supporting unit is a supporting piece 7 with adjustable vertical length, and the supporting piece 7 is a commercially available jack, so that the supporting force is conveniently provided for the square pipe 6.
Also be provided with support piece 7 between vertical girder 5 and the square pipe 6, the design is convenient for support the tip of square pipe 6 like this.
In embodiment 2, in embodiment 1, as shown in fig. 4, the support 7 includes an engaging portion 3 for supporting the square pipe 6.
The clamping part 3 is provided with a groove 8 for accommodating the square pipe 6 or the square timber, and the square pipe 6 or the square timber is convenient to support and clamp due to the design.
A stud 9 is fixedly connected to a position, close to the middle, of the lower end surface of the clamping portion 3, and the axis of the stud 9 is consistent with the telescopic direction of the support 7.
A cylinder 11 is sleeved below the stud 9, a hole for accommodating the stud 9 is formed in the cylinder 11, and the lower end of the stud 9 is positioned in the hole for a certain distance.
The lower end of the cylinder 11 is fixedly provided with a base 12 with a rectangular cross section, and the base 12 is conveniently supported at the upper end of the longitudinal support 4.
The stud 9 is sleeved with a nut 10 matched with the stud, and the whole height of the support 7 is realized by adjusting the position of the nut 10 on the cylinder 11.
When the device is used, the longitudinal support 4 is arranged on the longitudinal main beam 5, the support piece 7 is arranged above the longitudinal support 4, and the square pipe 6 or the square timber is arranged on the support piece 7.
The utility model discloses a set up vertical support, realized the overlap joint between two vertical girders, through setting up square pipe or square timber, realized the support to the template, can adjust the support piece of whole height through the setting, realized the support to square pipe or square timber, the utility model discloses can reduce the bottom sprag, the current of this floor of being convenient for, and the quantity of the part that uses is less, reduced work load, convenient construction, accelerate the construction progress, practice thrift the cost.
Having shown and described the basic principles and essential features of the invention and advantages thereof, it will be apparent to those skilled in the art that the invention is not limited to the details of the foregoing exemplary embodiments, but is capable of other specific forms without departing from the spirit or essential characteristics thereof, and it is therefore intended that the embodiments be considered as exemplary and not limiting in any way, since the scope of the invention is defined by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein and are therefore not to be embraced therein by any reference numerals in the claims.
Claims (8)
1. Assembled steel bar truss floor reduces device of constructing temporarily, including a plurality of stands (1) of vertical setting, the position that is close to the upper end between adjacent two stands (1) is connected with horizontal girder (2) and vertical girder (5) respectively, its characterized in that: the transverse main beam (2) and the longitudinal main beam (5) are provided with bearing units, and the bearing units are provided with supporting units for supporting the template;
the bearing unit comprises a plurality of longitudinal supports (4) arranged between two corresponding transverse main beams (2), and two ends of each longitudinal support (4) are respectively positioned in the grooves of the transverse main beams (2);
the supporting unit comprises a plurality of square pipes (6) used for supporting the template, the square pipes (6) are arranged in parallel at intervals, and the square pipes (6) are perpendicular to the longitudinal girder (5).
2. The assembly type steel bar truss floor slab of claim 1, wherein the temporary construction reduction device is characterized in that: the square pipes (6) are respectively positioned between the two corresponding longitudinal main beams (5), and the two ends of each square pipe (6) are respectively positioned on the inner sides of the two corresponding longitudinal main beams (5).
3. The assembly type steel bar truss floor slab of claim 2, wherein the temporary construction reduction device is characterized in that: the supporting units are respectively positioned between the lower end face of the square pipe (6) and the upper end face of the longitudinal support (4).
4. The assembly type steel bar truss floor slab of claim 3, wherein the temporary construction reduction device is characterized in that: the supporting unit is a supporting piece (7) capable of adjusting the length up and down.
5. The assembly type steel bar truss floor slab of claim 4, wherein the temporary construction reduction device is characterized in that: the supporting piece (7) comprises a clamping part (3) used for supporting the square pipe (6), and a groove (8) is formed in the clamping part (3).
6. The assembly type steel bar truss floor slab of claim 5, wherein the temporary construction reduction device is characterized in that: the lower end surface of the clamping part (3) is connected with a stud (9) at a position close to the middle part, and the axis of the stud (9) is consistent with the telescopic direction of the support part (7).
7. The assembly type steel bar truss floor slab of claim 6, wherein the temporary construction reduction device comprises: a cylinder (11) is sleeved below the stud (9), a hole for accommodating the stud (9) is formed in the cylinder (11), and the lower end of the stud (9) is located in the hole for a certain distance.
8. The assembly type steel bar truss floor slab of claim 7, wherein the temporary construction is reduced by the following means: the stud (9) is sleeved with a nut (10) matched with the stud for use.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921244724.5U CN210659235U (en) | 2019-08-02 | 2019-08-02 | Device for reducing temporary construction of assembled steel bar truss floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921244724.5U CN210659235U (en) | 2019-08-02 | 2019-08-02 | Device for reducing temporary construction of assembled steel bar truss floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210659235U true CN210659235U (en) | 2020-06-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921244724.5U Active CN210659235U (en) | 2019-08-02 | 2019-08-02 | Device for reducing temporary construction of assembled steel bar truss floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210659235U (en) |
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2019
- 2019-08-02 CN CN201921244724.5U patent/CN210659235U/en active Active
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