CN211257919U - Portable instrument formula lattice column strutting arrangement - Google Patents
Portable instrument formula lattice column strutting arrangement Download PDFInfo
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- CN211257919U CN211257919U CN201921964363.1U CN201921964363U CN211257919U CN 211257919 U CN211257919 U CN 211257919U CN 201921964363 U CN201921964363 U CN 201921964363U CN 211257919 U CN211257919 U CN 211257919U
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Abstract
The utility model discloses a movable tool type lattice column supporting device, which comprises a bottom moving section, a bottom supporting leg, a supporting section, a top support and a top support limiting card; the lower part of the bottom moving joint is welded with four pulleys, and pulley locks are arranged on the pulleys; four corners of the upper end and the lower end of the bottom movable joint are respectively welded with a connecting plate A, and the connecting plates A are respectively provided with two bolt holes A; the bottom supporting legs are welded on the four corners of the bottom surface of the bottom supporting section; a round supporting disk is arranged at the end part of the bottom supporting leg; four corners of the upper end and the lower end of the support section are welded with connecting plates B, and two bolt holes B are respectively formed in the connecting plates B; the supporting section is fixed on the bottom moving section; the bottom moving joint and the supporting joints are fastened and connected through bolts; the jacking supports are arranged at four corners of the supporting sections at the top; the top support limiting card is arranged on the top support. The utility model discloses simple structure, commonality are strong, have support convenient and fast, wholly can dismantle, install simple advantage.
Description
Technical Field
The utility model relates to a building engineering construction technical field, concretely relates to portable instrument formula lattice column strutting arrangement.
Background
The various traditional steel bar truss building carrier plate concrete placement board lower strutting arrangement that building engineering used now is mobilizable fixed scaffold strutting arrangement, has following shortcoming: firstly, the movable support cannot be integrally moved and is high in assembly and disassembly cost; secondly, the type of the scaffold steel pipe is single, and the scaffold steel pipe needs to be cut or spliced when facing different floor heights; thirdly, the construction surface is locally limited greatly due to the fact that the construction surface is erected in a large area occupied by the ground.
Disclosure of Invention
To the problem of above-mentioned prior art, the utility model provides a portable instrument formula lattice column strutting arrangement.
The utility model discloses a realize through following technical scheme.
A movable tool type lattice column supporting device comprises a bottom moving section, a bottom supporting leg, a supporting section, a top support and a top support limiting clamp; wherein the content of the first and second substances,
the lower part of the bottom moving joint is welded with four pulleys, and each pulley is provided with a pulley lock to prevent the pulleys from moving in the operation process; four corners of the upper end and the lower end of the bottom movable joint are respectively welded with a connecting plate A, and the connecting plates A are respectively provided with two bolt holes A;
the number of the bottom supporting legs is 4, and the bottom supporting legs are welded to four corners of the bottom surface of the bottom supporting section respectively; the end part of each bottom supporting leg is provided with a circular supporting disk, the supporting height of the circular supporting disk can be adjusted, and the circular supporting disk is fixed by a limiting card after being adjusted;
four corners of the upper end and the lower end of the support section are respectively welded with a connecting plate B, and the connecting plates B are respectively provided with two bolt holes B; the support sections are fixed on the bottom moving section, and the number of the support sections is two or more; the bottom moving joint and the supporting joints are fastened and connected through bolts;
the number of the top supports is 4, and the top supports are respectively arranged at four corners of the supporting sections at the top; the top support limiting clamp is arranged on the top support and used for adjusting the top support height of the top support.
Preferably, the support sections are provided with different height models, and can be combined at different heights so as to meet the requirements of different floor heights.
Preferably, a horizontal support and an inclined support are arranged on the bottom moving joint and the support joint.
The utility model discloses simple structure, commonality are strong, and at the in-process of pouring of steel bar truss floor bearer plate concrete, can control the amount of deflection deformation of steel bar truss floor bearer plate well. The equipment of being convenient for during the use, can wholly demolish after pouring, it is big to have solved traditional scaffold frame and supported area occupation, and the installation is demolishd the problem that wastes time and energy.
The utility model has the advantages that: 1. the problem that the scaffold occupies space when being erected in a piece can be effectively solved; 2. the movable support can move and is convenient and quick to support; 3. the whole body is detachable, the transportation is convenient, the installation is simple, the mounting is carried out immediately after use, and the installation cost is low; 4. and the construction progress is accelerated.
Drawings
FIG. 1 is a schematic view of the assembly of the present invention;
FIG. 2 is a perspective view of the bottom moving joint;
FIG. 3 is a perspective view of a support node;
FIG. 4 is a schematic view of the assembly of the jacking device;
FIG. 5 is an enlarged schematic view of the pulley and pulley lock;
FIG. 6 is an enlarged schematic view of the jacking;
FIG. 7 is an enlarged view of the jacking limit card;
FIG. 8 is an enlarged schematic view of the bottom support leg;
FIG. 9 is an enlarged schematic view of a circular support disk;
fig. 10 is an enlarged schematic view of the stopper card.
Detailed Description
Embodiments of the present invention will now be described with reference to the accompanying drawings. The utility model provides a portable instrument formula lattice column strutting arrangement for the in-process of smashing is watered to steel bar truss building bearing plate concrete, nevertheless can not use this as the limit, can also be arranged in other similar construction techniques.
The present invention will be described with reference to the accompanying drawings.
With reference to fig. 1-10, a movable tool type lattice column supporting device comprises a bottom moving section 1, a bottom supporting leg 2, a supporting section 3, a top support 4 and a top support limiting clamp 5; wherein the content of the first and second substances,
the lower part of the bottom moving joint 1 is welded with four pulleys 1.1, and each pulley 1.1 is provided with a pulley lock 1.2 to prevent movement in the operation process; all welded the connecting plate A1.3 in the four corners department at bottom movable joint 1 upper and lower both ends, respectively opened two bolt holes A1.4 on connecting plate A1.3.
The number of the bottom supporting legs 2 is 4, and the bottom supporting legs are welded to four corners of the bottom surface of the bottom supporting section 1 respectively; each bottom supporting leg 2 end is equipped with a circular supporting disk 2.1 (as shown in fig. 8, the large face end of the bottom supporting leg is welded at the four corners of the bottom surface of the bottom supporting section, and the small face end is equipped with a circular supporting disk), the supporting height of which can be adjusted, and the supporting height is fixed by a limit clamp 2.2 after being adjusted.
Four corners of the upper end and the lower end of the support joint 3 are respectively welded with a connecting plate B3.1, and two bolt holes B3.2 are respectively formed in the connecting plate B3.1; the support sections 3 are fixed on the bottom moving section 1, and the number of the support sections 3 is two or more; the bottom moving joint 1 and the supporting joints 3 are fastened and connected through bolts; the supporting sections 3 are provided with different height models, and can be combined at different heights to meet the requirements of different floor heights.
The number of the top supports 4 is 4, and the top supports are respectively arranged at four corners of the top supporting section; the jacking limiting clamp 5 is arranged on the jacking 4 and used for adjusting the jacking height of the jacking 4.
And horizontal supports and inclined supports are arranged on the bottom moving section 1 and the supporting sections 3.
The following explains the assembly steps of the present invention:
a) the bottom moving joint 1 is in place;
b) installing a supporting section 3: selecting support sections with proper height and size according to the height of the floor, wherein the support sections are connected through bolts;
c) installing a top support limiting card 5: the four jacking brackets are respectively provided with a jacking limiting card;
d) and (4) installing a top support: loading the jacking with the jacking limiting card into four corners of the top supporting section, and adjusting the jacking height according to requirements;
e) fixing the pulley: moving the assembled lattice column support to a position needing to be supported, and then putting a lower pulley lock for fixing;
f) fixing and supporting: adjust circular supporting disk 2.1 on the bottom supporting leg 2, make whole holding surface level, through spacing card 2.2 fixed support.
After the lattice column support is fixed at the position needing to be supported, the jacking is adjusted to be fastened and supported; after concrete pouring is finished, when the detachable supporting requirement is met, the top support and the bottom supporting limiting clamp are loosened, and the pulley lock is pulled up to move to the next position to be supported; the whole body can be dismantled after use.
The utility model discloses at the in-process of smashing of watering of steel bar truss building bearing plate concrete, the amount of deflection of steel bar truss building bearing plate can be controlled well and changes, guarantees to provide the sufficient effective support of steel bar truss building bearing plate, is favorable to improving the engineering construction quality. The equipment of being convenient for during the use, can wholly remove and demolish after pouring, it is big to have solved traditional scaffold frame and supported area occupation, and the installation is demolishd the problem that wastes time and energy.
The above disclosure is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the scope of the invention, therefore, the invention is not limited thereto.
Claims (3)
1. The utility model provides a portable instrument formula lattice column strutting arrangement which characterized in that: comprises a bottom moving joint (1), a bottom supporting leg (2), a supporting joint (3), a top support (4) and a top support limiting clamp (5); wherein the content of the first and second substances,
the lower part of the bottom moving joint (1) is welded with four pulleys (1.1), and each pulley (1.1) is provided with a pulley lock (1.2); four corners of the upper end and the lower end of the bottom moving joint (1) are respectively welded with a connecting plate A (1.3), and two bolt holes A (1.4) are respectively formed in the connecting plate A (1.3);
the number of the bottom supporting legs (2) is 4, and the bottom supporting legs are welded to four corners of the bottom surface of the bottom moving joint (1) respectively; the end part of each bottom supporting leg (2) is provided with a round supporting disc (2.1), the supporting height of the round supporting disc can be adjusted, and the round supporting disc is fixed by a limiting clamp (2.2) after being adjusted;
four corners of the upper end and the lower end of the support joint (3) are welded with connecting plates B (3.1), and two bolt holes B (3.2) are respectively formed in the connecting plates B (3.1); the support sections (3) are fixed on the bottom moving section (1), and the number of the support sections (3) is two or more; the bottom moving joint (1) is connected with the supporting joint (3) and the supporting joints (3) are connected through bolts in a fastening mode;
the number of the top supports (4) is 4, and the top supports are respectively arranged at four corners of the top supporting section; the jacking limiting clamp (5) is arranged on the jacking (4) and used for adjusting the jacking height of the jacking (4).
2. A movable tool format post support device according to claim 1, characterized in that: the supporting sections (3) are provided with different height models.
3. A movable tool format post support device according to claim 1, characterized in that: and horizontal supports and inclined supports are arranged on the bottom moving section (1) and the supporting section (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921964363.1U CN211257919U (en) | 2019-11-14 | 2019-11-14 | Portable instrument formula lattice column strutting arrangement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921964363.1U CN211257919U (en) | 2019-11-14 | 2019-11-14 | Portable instrument formula lattice column strutting arrangement |
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| Publication Number | Publication Date |
|---|---|
| CN211257919U true CN211257919U (en) | 2020-08-14 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201921964363.1U Active CN211257919U (en) | 2019-11-14 | 2019-11-14 | Portable instrument formula lattice column strutting arrangement |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112814419A (en) * | 2021-01-06 | 2021-05-18 | 江西省富煌钢构有限公司 | Strutting arrangement for steel construction |
-
2019
- 2019-11-14 CN CN201921964363.1U patent/CN211257919U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112814419A (en) * | 2021-01-06 | 2021-05-18 | 江西省富煌钢构有限公司 | Strutting arrangement for steel construction |
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