CN216339522U - Auxiliary device for construction of anchor rod static pressure pile in narrow space - Google Patents
Auxiliary device for construction of anchor rod static pressure pile in narrow space Download PDFInfo
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- CN216339522U CN216339522U CN202122633058.8U CN202122633058U CN216339522U CN 216339522 U CN216339522 U CN 216339522U CN 202122633058 U CN202122633058 U CN 202122633058U CN 216339522 U CN216339522 U CN 216339522U
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Abstract
The utility model relates to narrow space construction, in particular to a narrow space anchor rod static pressure pile construction auxiliary device with low cost and high efficiency. The base, the stand, the crossbeam, wire rope, hoist engine and jack, the stand is all vertical to be established on the base, equal interval is equipped with the through-hole on the stand, the hoist engine is established in the base side, the top of a stand is equipped with the couple, the top of another stand is equipped with the pulley, establish rings on the crossbeam, wire rope's one end is established in the inside of hoist engine, the other end is around on the fixed pulley and pass rings and be connected with the couple, all be equipped with the rod iron in the through-hole and the rod iron is hugged closely with the crossbeam top surface, the bottom of crossbeam is equipped with the jack lifting rope, the jack is connected with the jack lifting rope. The steel bar props against the cross beam and further props against the jack to apply pressure to the anchor rod static pressure pile, so that the anchor rod static pressure pile is pressed into the ground, the operation is simple, the construction speed is high, the construction period can be shortened, the construction cost is saved, and the labor intensity of constructors can be reduced.
Description
Technical Field
The utility model relates to narrow space construction, in particular to a narrow space anchor rod static pressure pile construction auxiliary device with low cost and high efficiency.
Background
Along with the rapid development of modern engineering construction, under the precondition of ensuring the construction period in the construction process of the existing building, certain hidden dangers exist in construction quality and safety inevitably, some hidden dangers can be exposed along with the use of the building, the existing building is reinforced and treated for eliminating the hidden dangers, the safe use is ensured, and due to the narrow space, the construction difficulty on the existing building is large, the cost is high, and the construction efficiency is low.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the problems and provides the auxiliary device for the construction of the anchor rod static pressure pile in the narrow space, which has low cost and high efficiency.
The utility model solves the problems and adopts the technical scheme that:
the utility model provides a narrow and small space anchor rod static pressure pile construction auxiliary device, the on-line screen storage device comprises a base, the stand, the crossbeam, wire rope, hoist engine and jack, two bases are the symmetrical form and arrange, the equal vertical setting of stand is on the base, equal interval is provided with the through-hole on the stand, the hoist engine sets up the side at the base, the top of one of them stand is provided with the couple, the top of another stand is provided with the pulley, be provided with rings on the crossbeam, wire rope's one end sets up the inside at the hoist engine, wire rope's the other end is around on the fixed pulley and pass rings and couple and be connected, all be provided with rod iron and hug closely with the crossbeam top surface in the through-hole that the stand is close to the crossbeam upper surface, the bottom of crossbeam is provided with the jack lifting rope, the jack is connected with the jack lifting rope.
Compared with the prior art, the utility model adopting the technical scheme has the outstanding characteristics that:
the steel bar props against the cross beam and further props against the jack to apply pressure to the anchor rod static pressure pile, so that the anchor rod static pressure pile is pressed into the ground, the operation is simple, the construction speed is high, the construction period can be shortened, the construction cost is saved, and the labor intensity of constructors can be reduced.
And secondly, the anchor rod static pressure pile is constructed through the device, so that the anchor rod static pressure pile can be accurately installed, the construction quality is ensured, and meanwhile, the safety and the working efficiency of operators can be improved.
Preferably, the further technical scheme of the utility model is as follows:
two hanging rings on the cross beam are symmetrically arranged; so that the cross beam is more balanced in the descending process.
The two lifting ropes of the jack at the bottom of the cross beam are symmetrically arranged; the jack is more balanced.
A steel sleeve is arranged on the side surface of one of the bases, and the winch is connected with the steel sleeve; the winch is convenient to fixedly install.
Steel pipes are arranged inside the through holes on the stand columns; the strength of the steel bar is improved.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention.
In the figure: a pulley 1; a column 2; 3, a steel bar; a hoisting ring 4; a cross beam 5; a storage battery 6; a hoist 7; a steel casing 8; a hook 9; a jack lifting rope 10; a jack 11; a bolt static pressure pile 12; a base 13.
The specific implementation mode is as follows:
the utility model will be further illustrated by the following examples, which are intended only for a better understanding of the present invention and therefore do not limit the scope of the utility model.
Referring to fig. 1, an auxiliary device for construction of a narrow space anchor rod static pressure pile comprises bases 13, upright columns 2, a cross beam 5, a steel wire rope, a winch 7, a storage battery 6 and a jack 11, wherein the two bases 13 are symmetrically arranged, the upright columns 2 are vertically arranged on the bases 13, through holes are arranged on the upright columns 2 at intervals, steel pipes are arranged in the through holes on the upright columns 2, a steel sleeve 8 is welded on the side surface of one of the bases 13, the winch 7 is connected with the steel sleeve 8, the winch 7 is electrically connected with the storage battery 6, a hook 9 is welded on the top end of one of the upright columns 2, a pulley 1 is installed on the top end of the other upright column 2, two hanging rings 4 symmetrically arranged are welded on the cross beam 5, so that the cross beam 5 is more balanced in the descending process, one end of the steel wire rope is installed in the winch 7, and the other end of the steel wire rope is wound on the fixed pulley 1 and penetrates through the hanging rings 4 to be connected with the hook 9, all install rod iron 3 and 5 top surfaces of crossbeam hug closely in the steel pipe that is close to 5 upper surfaces of crossbeam, and two jack lifting ropes 10 that are the symmetrical form and arrange are installed to the bottom of crossbeam 5, and jack 11 is connected with jack lifting rope 10 for jack 11 is more balanced.
When the device is used, the position of the anchor static pressure pile 12 is determined, the device is placed at a construction position, the cross beam 5 descends by controlling the winch 7, the jack 11 is made to be close to the top of the anchor static pressure pile 12, the steel bar 3 is installed inside the steel pipe on the upper surface of the cross beam 5, the anchor static pressure pile 12 is jacked downwards by using the jack 11, the winch 7 is operated continuously to descend the cross beam 5, and jacking is carried out next time until the construction requirement is met; the device can also be used for carrying out compression resistance detection on large concrete members and large workpiece materials.
According to the utility model, the steel bar 3 is abutted against the cross beam 5 and further abutted against the jack 11 to apply pressure to the anchor static pressure pile 12, so that the anchor static pressure pile 12 is pressed into the ground, the operation is simple, the construction speed is high, the construction period can be shortened, the construction cost is saved, the labor intensity of constructors can be reduced, the anchor static pressure pile 12 is constructed by the device, the precise installation can be realized, the construction quality is ensured, and the safety and the working efficiency of the operators can be improved.
The above description 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 present invention, which is defined in the appended claims.
Claims (5)
1. The utility model provides a narrow and small space anchor rod static pressure pile construction auxiliary device which characterized in that: the base, the stand, the crossbeam, wire rope, hoist engine and jack, two bases are the symmetric form and arrange, the equal vertical setting of stand is on the base, equal interval is provided with the through-hole on the stand, the hoist engine sets up the side at the base, the top of one of them stand is provided with the couple, the top of another stand is provided with the pulley, be provided with rings on the crossbeam, wire rope's one end sets up the inside at the hoist engine, wire rope's the other end is around on the fixed pulley and pass rings and couple and be connected, all be provided with the rod iron and the rod iron is hugged closely with the crossbeam top surface in the through-hole that the stand is close to the crossbeam upper surface, the bottom of crossbeam is provided with the jack lifting rope, the jack is connected with the jack lifting rope.
2. The auxiliary device for the construction of the static pressure pile of the anchor rod in the narrow space according to claim 1, is characterized in that: the rings on the cross beam are two rings which are symmetrically arranged.
3. The auxiliary device for the construction of the static pressure pile of the anchor rod in the narrow space according to claim 1, is characterized in that: the two lifting ropes of the jack at the bottom of the cross beam are symmetrically arranged.
4. The auxiliary device for the construction of the static pressure pile of the anchor rod in the narrow space according to claim 1, is characterized in that: a steel sleeve is arranged on the side face of one of the bases, and the winch is connected with the steel sleeve.
5. The auxiliary device for the construction of the static pressure pile of the anchor rod in the narrow space according to claim 1, is characterized in that: the through holes on the stand columns are internally provided with steel pipes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122633058.8U CN216339522U (en) | 2021-10-31 | 2021-10-31 | Auxiliary device for construction of anchor rod static pressure pile in narrow space |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122633058.8U CN216339522U (en) | 2021-10-31 | 2021-10-31 | Auxiliary device for construction of anchor rod static pressure pile in narrow space |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216339522U true CN216339522U (en) | 2022-04-19 |
Family
ID=81132243
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122633058.8U Active CN216339522U (en) | 2021-10-31 | 2021-10-31 | Auxiliary device for construction of anchor rod static pressure pile in narrow space |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216339522U (en) |
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2021
- 2021-10-31 CN CN202122633058.8U patent/CN216339522U/en active Active
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