CN205934923U - Vibration hammer equipment - Google Patents

Vibration hammer equipment Download PDF

Info

Publication number
CN205934923U
CN205934923U CN201620749862.9U CN201620749862U CN205934923U CN 205934923 U CN205934923 U CN 205934923U CN 201620749862 U CN201620749862 U CN 201620749862U CN 205934923 U CN205934923 U CN 205934923U
Authority
CN
China
Prior art keywords
vibration hammer
pulley assembly
equipment
support
vibration
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201620749862.9U
Other languages
Chinese (zh)
Inventor
刘献刚
屈峰
刘国贤
薛小波
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangxi Jiye Technology Group Co.,Ltd.
Original Assignee
刘献刚
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 刘献刚 filed Critical 刘献刚
Priority to CN201620749862.9U priority Critical patent/CN205934923U/en
Application granted granted Critical
Publication of CN205934923U publication Critical patent/CN205934923U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

The utility model discloses a the utility model provides a vibration hammer equipment, include: the support, a loose pulley assembly installs on the support, the vibration hammer, first end is connected with a loose pulley assembly, and the second end has the fixed knot who is used for fixed inner tube and outer tube to be constructed, still include: the 2nd loose pulley assembly installs on the support, the winding plant is installed on the support, the winding plant passes through the 2nd loose pulley assembly with vibration hammer is connected, and be suitable for right vertical decurrent power is applyed to the vibration hammer.

Description

Vibration hammer equipment
Technical field
The utility model is related to a kind of building lot pile body construction equipment, particularly to a kind of vibration hammer equipment.
Background technology
At present, have in prior art multiple for building pile body construction method, these construction methods also respectively have pluses and minuses, Such as, when making driven cast-in-place pile, vibration sinking tube two ways can be closed using hammer hidden pipe, the former is used for general stickiness Soil, muck soil, sand and artificial earth fill's ground, the latter is in addition to range above, it may also be used for slightly close and in close rubble soil Base.The mode of hammer hidden pipe can produce loud noise, constructs especially in city, the noise of the generation living environment shadow to surrounding Sound is larger, and vibration sinking tube then preferably decreases the impact to living environment for the noise, and the scope of application is also larger.However, it is existing The vibration compaction method adopting in technology making bored concrete pile, utilize vibration hammer equipment by hammer body and the inner tube being used for being molded stake holes or Outer tube connects, and by way of vibration, inner and outer tubes is sunk to form stake holes;For the more closely knit environment of soil property, in order to Ensure construction speed it will usually improve the operating power of vibration hammer, to form stake holes;Expand header structure when carrying bottom in making Perfusion pile body when, once the soil body is more closely knit, after concrete perfusion and only with vibration hammer shake swaging pile bottom expand The speed of head is slower, if more powerful vibration hammer equipment now will be changed, this may lead to the relatively costly of construction equipment, In addition, the difficulty again setting up plant equipment also can be larger, even if the hammer body changing more heavy weight vibration hammer is likely to It is not inconsistent packer condition, and be likely to result in installation accident.
Utility model content
Therefore, the utility model to solve technical problem be to propose a kind of construction noise relatively low it is adaptable in higher soil The quick bored concrete pile being formed with bottom enlarged footing under the construction environment of matter density, vibration inexpensive and that there is higher-security Hammer equipment.
For solving above-mentioned technical problem, the utility model proposes a kind of vibration hammer equipment, including:Support, first pulley Assembly, installs on the bracket;Vibration hammer, first end is connected with first pulley assembly, and the second end has for fixing inner tube Fixed structure with outer tube;Also include:Second pulley assembly, installs on the bracket;Winding plant, is arranged on described support On, described winding plant is connected with described vibration hammer by described second pulley assembly, and is suitable to described vibration hammer is applied to erect Directly downward power.
Above-mentioned vibration hammer equipment, described fixed structure is hydraulically operated fixture.
Above-mentioned vibration hammer equipment, described vibration hammer is to exempt from synchronous vibration hammer.
The utility model has advantages below with respect to prior art:
1. a kind of vibration hammer equipment for above-mentioned pressure type pile body construction method of shaking of the utility model, including:Support, first Pulley assembly, installs on the bracket;Vibration hammer, first end is connected with first pulley assembly, and the second end has for fixing The fixed structure of inner and outer tubes;Also include:Second pulley assembly, installs on the bracket;Winding plant, is arranged on described On support, described winding plant is connected with described vibration hammer by described second pulley assembly, and is suitable to described vibration hammer is applied Plus power straight down.There is above design vibration hammer equipment and apply formula method by above-mentioned, construction noise is relatively low;In addition, by During in pressure immersed tube that said inner tube and described outer tube are shaken to form stake bottom enlarged footing, described winding plant passes through institute The described hammer body stating vibration hammer equipment applies pressing force to said inner tube and outer tube, such that the pressure of shaking to concrete Pressure is greatly improved, even if under the construction environment of higher soil property density, still can quickly form diameter satisfaction and set The stake bottom enlarged footing that meter requires, substantially reduces construction period.
Brief description
In order that content of the present utility model is more likely to be clearly understood, it is embodied as below according to of the present utility model Example simultaneously combines accompanying drawing, the utility model is described in further detail, wherein:
Fig. 1 is the structural representation of the vibration hammer equipment of the utility model embodiment.
Specific embodiment
Embodiment 1
As shown in figure 1, a kind of vibration hammer equipment, including:Support 1, first pulley assembly 5, it is arranged on described support 1; Vibration hammer 2, first end is connected with first pulley assembly 5, and the second end has the fixed structure 3 for fixing sleeve pipe 4, wherein, Sleeve pipe 4 includes inner and outer tubes, and said inner tube and outer tube are to be nested together in an embodiment;Also include:Second pulley Assembly 7, is arranged on described support 1;Winding plant 6, installs on the bracket, it is sliding that described winding plant passes through described second Wheel assembly is connected with described vibration hammer, and is suitable to described vibration hammer is applied with power straight down.
The described vibration hammer equipment of the present embodiment, described fixed structure is preferably hydraulically operated fixture.
The described vibration hammer equipment of the present embodiment, described vibration hammer preferably exempts from synchronous vibration hammer.
Obviously, above-described embodiment is only intended to clearly illustrate example, and the not restriction to embodiment.Right For those of ordinary skill in the art, can also make on the basis of the above description other multi-forms change or Change.There is no need to be exhaustive to all of embodiment.And the obvious change thus extended out or Change among the protection domain created still in the utility model.

Claims (3)

1. a kind of vibration hammer equipment, including:
Support,
First pulley assembly, installs on the bracket;
Vibration hammer, first end is connected with first pulley assembly, and the second end has the fixed structure for fixing inner and outer tubes;
It is characterized in that, also include:
Second pulley assembly, installs on the bracket;
Winding plant, installs on the bracket, and described winding plant is by described second pulley assembly with described vibration hammer even Connect, and be suitable to described vibration hammer is applied with power straight down.
2. vibration hammer equipment according to claim 1 it is characterised in that:Described fixed structure is hydraulically operated fixture.
3. vibration hammer equipment according to claim 1 and 2 it is characterised in that:Described vibration hammer is to exempt from synchronous vibration hammer.
CN201620749862.9U 2016-07-15 2016-07-15 Vibration hammer equipment Active CN205934923U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620749862.9U CN205934923U (en) 2016-07-15 2016-07-15 Vibration hammer equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620749862.9U CN205934923U (en) 2016-07-15 2016-07-15 Vibration hammer equipment

Publications (1)

Publication Number Publication Date
CN205934923U true CN205934923U (en) 2017-02-08

Family

ID=57929130

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620749862.9U Active CN205934923U (en) 2016-07-15 2016-07-15 Vibration hammer equipment

Country Status (1)

Country Link
CN (1) CN205934923U (en)

Similar Documents

Publication Publication Date Title
CN106168027A (en) Vibration hammer equipment and the pressure type pile body construction method of shaking of this vibration hammer equipment of employing
CN104631442B (en) Full-sleeve fetches earth and vibrates squeezed cast-in-place pile construction method
CN209457028U (en) A kind of ruggedized construction of soft soil foundation
JP2018193686A (en) Construction method of support pile
KR101051428B1 (en) Reinforcement structure for pile footing and fixed anchorage zone of tension members
CN105649074B (en) The squeezed concrete stiff composite pile of tubular pole and its construction method
CN205934923U (en) Vibration hammer equipment
CN205934922U (en) Vibration hammer equipment
CN104674839B (en) Foundation structure for wind-driven generator
CN106759332A (en) The construction method and construction equipment of stake
DK2925934T3 (en) Process for making a pile
CN206052761U (en) A kind of marine wind electric field single-pile foundation
CN102477743A (en) Construction method for concrete bagged pouring in small-diameter pile hole
CN106759289A (en) The construction method and construction equipment of a kind of
CN107476319A (en) Mountain area steep slope region Road Bridge Pile Foundation construction method
CN104110034B (en) The construction of Static Pressure Pile method of casting and penetrating resistance can be reduced
CN101187207A (en) Concrete pedestal pile construction equipment and its construction method
RU2352722C1 (en) Method for reinforcement of building foundation
CN206655217U (en) Precast concrete drainage pile
CN207828973U (en) A kind of processing system that building special foundation is reinforced
CN104895058B (en) The all-hydraulic two-tube compound club-footed pile machine of static pressure and its construction method
CN106555396A (en) Pressure type pile body construction method of shaking and the vibration hammer equipment for the construction method
CN206428692U (en) A kind of multitube grouting device of two-tube compound club-footed pile machine
CN106013134A (en) Expanding concrete tubular pile as well as expanding device and expanding method
CN106567386A (en) Pouring type pile driver and pile driving method therefor

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20180408

Address after: 330200 Jiangxi city in Nanchang Province Economic Development Zone Shandong blue Fu Road No. 1211

Patentee after: Jiangxi Jiye Science & Technology Co., Ltd.

Address before: 330025 No. 1211 Fu Shandong Road, Xiaolan Economic Development Zone, Jiangxi, Nanchang

Patentee before: Liu Xiangang

TR01 Transfer of patent right
CP01 Change in the name or title of a patent holder

Address after: 330200 Jiangxi city in Nanchang Province Economic Development Zone Shandong blue Fu Road No. 1211

Patentee after: Jiangxi Jiye Technology Group Co.,Ltd.

Address before: 330200 Jiangxi city in Nanchang Province Economic Development Zone Shandong blue Fu Road No. 1211

Patentee before: JIANGXI JIYE SCIENCE AND TECHNOLOGY Co.,Ltd.

CP01 Change in the name or title of a patent holder