CN203846528U - Novel square drilling hammer - Google Patents

Novel square drilling hammer Download PDF

Info

Publication number
CN203846528U
CN203846528U CN201420122482.3U CN201420122482U CN203846528U CN 203846528 U CN203846528 U CN 203846528U CN 201420122482 U CN201420122482 U CN 201420122482U CN 203846528 U CN203846528 U CN 203846528U
Authority
CN
China
Prior art keywords
hammer
steel plate
bores
novel square
boring
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.)
Expired - Lifetime
Application number
CN201420122482.3U
Other languages
Chinese (zh)
Inventor
韩胜利
刘邵游
马端伍
李刚
李斌
陆占峰
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.)
No1 Engineering Co Ltd Zhongtie Bridge Bureau Group
China Railway Major Bridge Engineering Group Co Ltd MBEC
Original Assignee
No1 Engineering Co Ltd Zhongtie Bridge Bureau Group
China Railway Major Bridge Engineering Group Co Ltd MBEC
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 No1 Engineering Co Ltd Zhongtie Bridge Bureau Group, China Railway Major Bridge Engineering Group Co Ltd MBEC filed Critical No1 Engineering Co Ltd Zhongtie Bridge Bureau Group
Priority to CN201420122482.3U priority Critical patent/CN203846528U/en
Application granted granted Critical
Publication of CN203846528U publication Critical patent/CN203846528U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Earth Drilling (AREA)

Abstract

The utility model relates to the technical field of finishing of groove sections of an underground continuous wall, in particular to a novel square drilling hammer. Circular drilling hammers are arranged in parallel. Large steel plates and small steel plates are arranged at intervals and surround side surfaces of the circular drilling hammers. A cuboid structure is formed below the large steel plates and the small steel plates. Bottom edges of the large steel plates are provided with pointed claws in an outwardly-extending mode. The novel square drilling hammer is not easily stuck during groove trimming and has high efficiency of groove trimming.

Description

A kind of Novel square bores hammer
Technical field
The utility model relates to the groove section dressing technique field of diaphragm wall, is specifically related to a kind of Novel square and bores hammer.
Background technology
In the construction of diaphragm wall, first adopt gripping-type groover or percussive drill work to form groove section, but groove section can exist cell wall to have the wedge angle of local crowning or cell wall thickness not to reach the problems such as designing requirement.In order to address these problems, conventionally take to be welded with four road steel plates in the surrounding of circle brill hammer and form easy square diamond hammer, coordinate this square diamond hammer to repair groove section with percussive drill again, but hammer deadweight is less owing to boring, while repairing groove, easily block at the position of cell wall thickness deficiency, therefore repair groove efficiency lower.
Utility model content
For the defect existing in prior art, the purpose of this utility model is to provide a kind of Novel square to bore hammer, and it should not be stuck in the time repairing groove, and it is high to repair groove efficiency.
For reaching above object, the technical scheme that the utility model is taked is: a kind of Novel square bores hammer, comprise two circular hammer, two blocks of large steel plates and two blocks of little steel plates of boring, the described circular hammer that bores is set up in parallel, described large steel plate and little steel plate interval arrange and are surrounded on described circular side of boring hammer, the below of described large steel plate and little steel plate forms rectangular structure jointly, and the base of described large steel plate stretches out sharp pawl is set.
On the basis of technique scheme, described large steel plate and little steel plate and circular boring between hammer are connected and fixed by auxiliary steel plate.
On the basis of technique scheme, the thickness of described large steel plate and little steel plate is 65mm, and the thickness of described auxiliary steel plate is 30mm.
On the basis of technique scheme, described circular top of boring hammer arranges extension lifting hole(eyelet).
On the basis of technique scheme, described circular bottom of boring hammer is flower shape, and on every petal, is equipped with the hammer tooth of protrusion.
On the basis of technique scheme, described sharp pawl is welded on large steel plate.
The beneficial effects of the utility model are:
1, the utility model square diamond hammer is difficult for being stuck, and adopts two brill hammers to be arranged side by side and to be connected to form by steel plate, and the more former brill hammer of conducting oneself with dignity is difficult for while repairing groove being stuck more than improving twice.
2, to repair groove efficiency high for the utility model square diamond hammer, and the bottom of large steel plate is provided with sharp pawl, and cell wall boss is had to good finishing effect.
3, to repair groove quality high for the utility model square diamond hammer, and Novel square bores hammer from great, and impact force is large, is difficult for deflection occurs while repairing groove, higher to the dressing quality of groove section.
Brief description of the drawings
Fig. 1 is the front elevation drawing that this Novel square bores hammer.
Fig. 2 is the left view that this Novel square bores hammer.
Fig. 3 is the upward view that this Novel square bores hammer.
Reference numeral: the circular hammer 1 that bores, hang lifting hole(eyelet) 11, hammer tooth 12, large steel plate 2, little steel plate 3, rectangular structure 4, sharp pawl 5, auxiliary steel plate 6.
Detailed description of the invention
Below in conjunction with accompanying drawing, embodiment of the present utility model is described in further detail.
As shown in Figure 1 to Figure 3, a kind of Novel square bores hammer, comprise two circular hammer 1, two blocks of large steel plates 2 and two blocks of little steel plates 3 of boring, the described circular hammer 1 that bores is set up in parallel, described large steel plate 2 and little steel plate 3 intervals arrange and are surrounded on described circular side of boring hammer 1, the below of described large steel plate 2 and little steel plate 3 forms rectangular structure 4 jointly, and described large steel plate 2 and little steel plate 3 and circular boring between hammer 1 are connected and fixed by auxiliary steel plate 6, for keeping circular stability of boring hammer.In the present embodiment, the thickness of described large steel plate 2 and little steel plate 3 is 65mm, and the thickness of described auxiliary steel plate 6 is 30mm.The base of described large steel plate 2 stretches out and is welded with sharp pawl 5.At the weak geological stratification of intensity, as soil layer, severely-weathered sand layers etc., sharp pawl 5 can directly excise the position of cell wall projection, repaiies groove effect thereby reach; At the stronger geological stratification of intensity, as gentle breeze sand layers etc., sharp pawl 5 can be by repeated stock the rock with broken projection, and less to the disturbance of cell wall, meet when repairing groove effect and can prevent landslip of the sides of the trench.Described circular top of boring hammer 1 arranges and hangs lifting hole(eyelet) 11, described circular bottom of boring hammer 1 is flower shape, and on every petal, be equipped with the hammer tooth 12 of protrusion, for broken rock, described hammer tooth 12 is consumable accessorys, activity is assemblied in the circular hammer 1 that bores, and is convenient for changing, thereby extends the whole service life that this square diamond is hammered into shape.
In the groove section build process of diaphragm wall, adopt percussive drill boring to form groove section to be trimmed, after having holed, adopt percussive drill to promote this square diamond hammer trim slots section, little stroke impacts the groove section between adjacent two borings, and the hammer tooth 12 of this square diamond hammer bottom is for smooth bottom land, and sharp pawl 5 is for removing the wedge angle of cell wall projection, thereby the planeness that ensures cell wall meets the requirement of specification and design, form groove section and be used for building diaphragm wall.
The utility model is not only confined to above-mentioned preferred forms; anyone can draw other various forms of products under enlightenment of the present utility model; no matter but do any variation in its shape or structure; every have identical with a utility model or akin technical scheme, all within its protection domain.

Claims (6)

1. a Novel square bores hammer, it is characterized in that: comprise two circular hammer (1), two blocks of large steel plates (2) and two blocks of little steel plates (3) of boring, the described circular hammer (1) that bores is set up in parallel, described large steel plate (2) and little steel plate (3) interval arrange and are surrounded on described circular side of boring hammer (1), the below of described large steel plate (2) and little steel plate (3) forms rectangular structure (4) jointly, and the base of described large steel plate (2) stretches out sharp pawl (5) is set.
2. Novel square as claimed in claim 1 bores hammer, it is characterized in that: described large steel plate (2) and little steel plate (3) and circular boring between hammer (1) are connected and fixed by auxiliary steel plate (6).
3. Novel square as claimed in claim 2 bores hammer, it is characterized in that: the thickness of described large steel plate (2) and little steel plate (3) is 65mm, and the thickness of described auxiliary steel plate (6) is 30mm.
4. Novel square as claimed in claim 1 bores hammer, it is characterized in that: described circular top of boring hammer (1) arranges and hangs lifting hole(eyelet) (11).
5. Novel square as claimed in claim 1 bores hammer, it is characterized in that: described circular bottom of boring hammer (1) is flower shape, and on every petal, is equipped with the hammer tooth (12) of protrusion.
6. Novel square as claimed in claim 1 bores hammer, it is characterized in that: described sharp pawl (5) is welded on large steel plate (2).
CN201420122482.3U 2014-03-18 2014-03-18 Novel square drilling hammer Expired - Lifetime CN203846528U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420122482.3U CN203846528U (en) 2014-03-18 2014-03-18 Novel square drilling hammer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420122482.3U CN203846528U (en) 2014-03-18 2014-03-18 Novel square drilling hammer

Publications (1)

Publication Number Publication Date
CN203846528U true CN203846528U (en) 2014-09-24

Family

ID=51559565

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420122482.3U Expired - Lifetime CN203846528U (en) 2014-03-18 2014-03-18 Novel square drilling hammer

Country Status (1)

Country Link
CN (1) CN203846528U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105804057A (en) * 2016-04-28 2016-07-27 中国水电基础局有限公司 Construction method for concrete diaphragm wall of deep bedrock
CN109707304A (en) * 2018-11-22 2019-05-03 上海建工集团股份有限公司 Impact hammer head for bored concrete pile

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105804057A (en) * 2016-04-28 2016-07-27 中国水电基础局有限公司 Construction method for concrete diaphragm wall of deep bedrock
CN105804057B (en) * 2016-04-28 2019-06-25 中国水电基础局有限公司 Deep basement rock construction method for diaphragm walls
CN109707304A (en) * 2018-11-22 2019-05-03 上海建工集团股份有限公司 Impact hammer head for bored concrete pile

Similar Documents

Publication Publication Date Title
CN204298862U (en) A kind of boring vibration damping arrangement of neighboringly buried pipeline
CN203846528U (en) Novel square drilling hammer
CN103953027B (en) Method for constructing underground continuous wall in base rock
CN103452114A (en) Bridge cast-in-place pile head chiseling method
CN105275388A (en) Drilling equipment for building pile foundation with square cross section
CN204492660U (en) Rectangular percussion drill bit for diaphragm wall construction
CN205530265U (en) Clear hole of prestressed concrete pipe pile stake core device
CN202689951U (en) Detachable geological drill bit
CN107120065B (en) Rectangular impact drill bit for construction of inclined rock groove section of underground diaphragm wall and construction method
CN206681736U (en) Goaf casing pipe protection system
CN204344081U (en) A kind of ram pile driver denoising device
CN104153367B (en) The middle vibration absorber of pile driver
CN104369165B (en) A kind of pneumatic pick for excavating architectural engineering rock foundation draws hole support frame
CN204060500U (en) A kind of impact type air gun source mole
CN105714826A (en) Prestressed concrete pipe pile core hole cleaning device and operation method
CN204826712U (en) Can cut a hole underground continuous wall structure of removing fast
CN204023570U (en) The middle vibration absorber of pile driver
CN102888837A (en) Method for constructing end-bearing pile on consequent bedding rock slope
CN104912495A (en) Drill pipe air operated slip capable of clearing impurities
CN111424663A (en) Environment-friendly and efficient pile head breaking method
CN205778546U (en) A kind of impact hollow boring bit
CN204357083U (en) The convenient foot rest workbench of high execavated rockmass spray anchor protection construction combination
CN202520240U (en) Novel drilling machine
CN205154165U (en) Underground mine raise boring machine
CN204457437U (en) Rich cobble companion rock foundation down-the-hole drill

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20140924