CN110016993A - A kind of concrete steel structural upright - Google Patents

A kind of concrete steel structural upright Download PDF

Info

Publication number
CN110016993A
CN110016993A CN201910349904.8A CN201910349904A CN110016993A CN 110016993 A CN110016993 A CN 110016993A CN 201910349904 A CN201910349904 A CN 201910349904A CN 110016993 A CN110016993 A CN 110016993A
Authority
CN
China
Prior art keywords
stirrup
concrete
steel
steel pipe
stud
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.)
Pending
Application number
CN201910349904.8A
Other languages
Chinese (zh)
Inventor
陈容
熊福军
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201910349904.8A priority Critical patent/CN110016993A/en
Publication of CN110016993A publication Critical patent/CN110016993A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/34Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

The present invention provides a kind of concrete steel structural uprights, belong to construction engineering technical field, including steel reinforcement cage, steel pipe and concrete, the steel reinforcement cage includes more studs and multiple stirrups, multiple stirrup parallel interval settings, the stud passes through all stirrups and connect with the stirrup, circumferential direction setting of the more studs around the stirrup, the steel pipe is set in the steel reinforcement cage, the axis direction of the steel pipe is consistent with the axis direction of the stud, the Concrete Filled in the steel pipe outside and envelope the steel reinforcement cage.Its structure is simple, easy to make, and intensity is good, and anti-seismic performance is good, and concrete is not easy loose, collapsing, and centre is filled using steel pipe, and the inside of steel pipe does not need fill concrete, greatly reduces the usage amount of concrete, saved cost.

Description

A kind of concrete steel structural upright
Technical field
The present invention relates to construction engineering technical fields, in particular to a kind of concrete steel structural upright.
Background technique
With the fast development of urban construction, there is house being built daily, needed in house building course using To a large amount of concrete steel structural upright, current concrete steel structural upright be all it is solid, this structure is needed using big The concrete of amount is poured, this causes higher cost, in addition, there is also concrete pines for current concrete steel structural upright The phenomenon that dissipating, collapsing, greatly reduces the safety used.
Summary of the invention
Embodiment of the present invention is designed to provide a kind of concrete steel structural upright, and easy to make, intensity is good, can It is pre-formed, it can preferably improve the above problem.
Embodiments of the present invention are achieved in that
Embodiments of the present invention provide a kind of concrete steel structural upright, it is characterised in that: including steel reinforcement cage, steel pipe And concrete, the steel reinforcement cage include more studs and multiple stirrups, multiple stirrup parallel intervals are arranged, and the stud is worn It crosses all stirrups and is connect with the stirrup, circumferential direction setting of the more studs around the stirrup, the steel pipe setting In in the steel reinforcement cage, the axis direction of the steel pipe is consistent with the axis direction of the stud, and the Concrete Filled is in institute It states the outside of steel pipe and envelopes the steel reinforcement cage.
Further, steel wire, the steel wire interlaced arrangement are also embedded in the concrete.
Further, the steel wire is fixed on the steel reinforcement cage by supporting element.
Further, it is connected between the steel pipe and the stud and/or the stirrup by connector.
Further, the steel pipe is round steel pipe or rectangular steel tube.
Further, the stirrup is rectangle ring structure, is respectively equipped with a stud at the corner location of the stirrup.
Further, the stirrup is cirque structure, and the quantity of the stud is four, and four studs are described in The circumferential direction of stirrup is uniformly arranged.
Further, it is connected between the stirrup and the stud by binding piece.
Further, it is welded to connect between the stirrup and the stud.
Further, the spacing between the two neighboring stirrup is 160-200mm.
Embodiments of the present invention have the advantages that
The concrete steel structural upright that embodiment of the present invention provides, structure is simple, and easy to make, intensity is good, antidetonation Performance is good, and concrete is not easy loose, collapsing, and centre is filled using steel pipe, and the inside of steel pipe does not need fill concrete, subtracts significantly The usage amount for having lacked concrete has saved cost, the weight of the column also mitigated, and the inside of steel pipe can also be used to wear electricity Cable etc., in this way it is avoided that cable is exposed to external destroyed.
Detailed description of the invention
It, below will be to use required in embodiment in order to illustrate more clearly of the technical solution of embodiment of the present invention Attached drawing be briefly described, it should be understood that the following drawings illustrates only certain embodiments of the invention, therefore should not be seen Work is the restriction to range, for those of ordinary skill in the art, without creative efforts, can be with Other relevant attached drawings are obtained according to these attached drawings.
Fig. 1 is the structural schematic diagram of the concrete steel structural upright of embodiment of the present invention one;
Fig. 2 is the structural schematic diagram of the concrete steel structural upright of embodiment of the present invention two.
Icon: 11- steel reinforcement cage;111- stud;112- stirrup;12- steel pipe;13- concrete;14- connector;15- steel Silk.
Specific embodiment
To keep the purposes, technical schemes and advantages of embodiment of the present invention clearer, implement below in conjunction with the present invention The technical solution in embodiment of the present invention is clearly and completely described in attached drawing in mode, it is clear that described reality The mode of applying is some embodiments of the invention, rather than whole embodiments.Usually it is described and illustrated herein in the accompanying drawings The component of embodiment of the present invention can arrange and design with a variety of different configurations.
Therefore, requirement is not intended to limit to the detailed description of the embodiments of the present invention provided in the accompanying drawings below to protect The scope of the present invention of shield, but it is merely representative of selected embodiment of the invention.Based on the embodiment in the present invention, ability Domain those of ordinary skill every other embodiment obtained without creative efforts, belongs to the present invention The range of protection.
It should be noted that in the absence of conflict, the feature in embodiment and embodiment in the present invention can To be combined with each other.
It should also be noted that similar label and letter indicate similar terms in following attached drawing, therefore, once a certain Xiang Yi It is defined in a attached drawing, does not then need that it is further defined and explained in subsequent attached drawing.
In the description of the present invention, it should be noted that term " on ", "lower", "horizontal", " parallel ", "inner", "outside" etc. The orientation or positional relationship of instruction be based on the orientation or positional relationship shown in the drawings or the invention product use when it is usual The orientation or positional relationship or the hair that the orientation or positional relationship those skilled in the art put usually understand Bright product using when the orientation or positional relationship usually put, be merely for convenience of description of the present invention and simplification of the description, rather than The device or element of indication or suggestion meaning must have a particular orientation, be constructed and operated in a specific orientation, therefore cannot It is interpreted as limitation of the present invention.
In the description of the present invention, it is also necessary to which explanation is unless specifically defined or limited otherwise, term " setting ", " installation ", " connected ", " connection " shall be understood in a broad sense, for example, it may be fixedly connected, may be a detachable connection or one Connect to body;It can be mechanical connection, be also possible to be electrically connected;It can be directly connected, it can also be indirect by intermediary It is connected, can be the connection inside two elements.For the ordinary skill in the art, on being understood with concrete condition State the concrete meaning of term in the present invention.
Embodiment 1
Refering to what is shown in Fig. 1, embodiment of the present invention one provides a kind of 13 steel structural upright column of concrete, including steel reinforcement cage 11, steel pipe 12 and concrete 13.
Steel reinforcement cage 11 includes more studs 111 and multiple stirrups 112.
Stud 111 is made of existing reinforcing bar, and the diameter of reinforcing bar is selected as needed, for example, can choose 8mm, The reinforcing bar of 10mm, 12mm, 14mm, 16mm, 18mm, 20mm, 22mm equal-specification model;The length dimension of reinforcing bar adds as needed Work, for example 3m, 4m or 5m can be processed into etc..
Stirrup 112 is made of existing reinforcing bar, and the diameter of reinforcing bar is selected as needed, for example, can choose 8mm, The reinforcing bar of 10mm, 12mm, 14mm, 16mm, 18mm, 20mm, 22mm equal-specification model.Rectangle ring structure can be made in stirrup 112, Cirque structure can also be made, it is of course also possible to regular hexagon, octagon or ellipsoidal structure etc..
Multiple 112 parallel intervals of stirrup are arranged, and the spacing between two neighboring stirrup 112 is 160-200mm.Adjacent two The distance between a stirrup 112 is essentially identical, can preferably guarantee 11 uniform force of steel reinforcement cage in this way, and intensity is good, certain phase Distance between adjacent two stirrups 112 can also be different.
Stud 111 passes through whole stirrups 112, and the axis of stud 111 is parallel with the axis of stirrup 112.In present embodiment, The quantity of stud 111 is four, and circumferentially around stirrup 112, certainly, the quantity of stud 111 may be four studs 111 Five or five or more, the both ends of four studs 111 flush.It can be fixed by binding piece between stud 111 and stirrup 112, For example banded together stud 111 and stirrup 112 using tied silk or clip, it is fixed conveniently using tied silk, but also conveniently Adjust the position of stirrup 112;Can also be welded together between certain stud 111 and stirrup 112, in this way, stud 111 with It is connected firmly between stirrup 112, stability is good.
When stirrup 112 is rectangle ring structure, four studs 111 are distributed at the corner location of stirrup 112.Certainly, four Root stud 111 can also be distributed in the intermediate position on four sides of stirrup 112.
When stirrup 112 is cirque structure, four studs 111 are uniformly arranged along the circumferential direction of stirrup 112.
Steel pipe 12 is made of the steel pipe 12 of existing specification, and steel pipe 12 can select round steel pipe 12, can also the side of selection Shape steel pipe 12.The length dimension of steel pipe 12 is identical as the length dimension of stud 111.
Steel pipe 12 is arranged in steel reinforcement cage 11, and the axis direction of steel pipe 12 is consistent with the axis direction of stud 111, this implementation In mode, the axis of steel pipe 12 is overlapped with the axis of stirrup 112, and the both ends of steel pipe 12 are flushed with the both ends of stud 111.
It is connected between steel pipe 12 and stud 111 or stirrup 112 by connector 14, one end of connector 14 and steel pipe 12 welding, other end stud 111 or stirrup 112 weld, certainly, between connector 14 and stud 111 or stirrup 112 It can be and tie up connection.Steel pipe 12 can also be connect between stud 111 and stirrup 112 by connector 14 simultaneously.
Concrete 13 is filled in the outside of steel pipe 12 and envelopes steel reinforcement cage 11, and it is vertical that concrete steel structure is thus made Column.
The 13 steel structural upright column structural strength of concrete of present embodiment is good, and anti-seismic performance is good, and intermediate using steel pipe 12 fillings, the inside of steel pipe 12 do not need fill concrete 13, greatly reduce the usage amount of concrete 13, saved cost, Also the weight of the column mitigated, and the inside of steel pipe 12 can also be used to wear cable etc., in this way it is avoided that cable is exposed to outside Portion is destroyed.
Embodiment 2
Refering to what is shown in Fig. 2, embodiment of the present invention two provides a kind of 13 steel structural upright column of concrete, including steel reinforcement cage 11, steel pipe 12, concrete 13 and steel wire 15.
Steel reinforcement cage 11 includes more studs 111 and multiple stirrups 112.
Stud 111 is made of existing reinforcing bar, and the diameter of reinforcing bar is selected as needed, for example, can choose 8mm, The reinforcing bar of 10mm, 12mm, 14mm, 16mm, 18mm, 20mm, 22mm equal-specification model;The length dimension of reinforcing bar adds as needed Work, for example 3m, 4m or 5m can be processed into etc..
Stirrup 112 is made of existing reinforcing bar, and the diameter of reinforcing bar is selected as needed, for example, can choose 8mm, The reinforcing bar of 10mm, 12mm, 14mm, 16mm, 18mm, 20mm, 22mm equal-specification model.Rectangle ring structure can be made in stirrup 112, Cirque structure can also be made, it is of course also possible to regular hexagon, octagon or ellipsoidal structure etc..
Multiple 112 parallel intervals of stirrup are arranged, and the spacing between two neighboring stirrup 112 is 160-200mm.Adjacent two The distance between a stirrup 112 is essentially identical, can preferably guarantee 11 uniform force of steel reinforcement cage in this way, and intensity is good, certain phase Distance between adjacent two stirrups 112 can also be different.
Stud 111 passes through whole stirrups 112, and the axis of stud 111 is parallel with the axis of stirrup 112.In present embodiment, The quantity of stud 111 is four, and circumferentially around stirrup 112, certainly, the quantity of stud 111 may be four studs 111 Five or five or more, the both ends of four studs 111 flush.It can be fixed by binding piece between stud 111 and stirrup 112, For example banded together stud 111 and stirrup 112 using tied silk or clip, it is fixed conveniently using tied silk, but also conveniently Adjust the position of stirrup 112;Can also be welded together between certain stud 111 and stirrup 112, in this way, stud 111 with It is connected firmly between stirrup 112, stability is good.
When stirrup 112 is rectangle ring structure, four studs 111 are distributed at the corner location of stirrup 112.Certainly, four Root stud 111 can also be distributed in the intermediate position on four sides of stirrup 112.
When stirrup 112 is cirque structure, four studs 111 are uniformly arranged along the circumferential direction of stirrup 112.
Steel pipe 12 is made of the steel pipe 12 of existing specification, and steel pipe 12 can select round steel pipe 12, can also the side of selection Shape steel pipe 12.The length dimension of steel pipe 12 is identical as the length dimension of stud 111.
Steel pipe 12 is arranged in steel reinforcement cage 11, and the axis direction of steel pipe 12 is consistent with the axis direction of stud 111, this implementation In mode, the axis of steel pipe 12 is overlapped with the axis of stirrup 112, and the both ends of steel pipe 12 are flushed with the both ends of stud 111.
It is welded between steel pipe 12 and stud 111 or stirrup 112 by connection connection, one end of connector 14 and steel pipe 12 It connects, other end stud 111 or stirrup 112 weld, certainly, between connector 14 and stud 111 or stirrup 112 can also be with It is to tie up connection.Steel pipe 12 can also be connect between stud 111 and stirrup 112 by connector 14 simultaneously.
Concrete 13 is filled in the outside of steel pipe 12 and envelopes steel reinforcement cage 11.
Steel wire 15 is embedded in concrete 13, and steel wire 15 can be the interlaced arrangement of rule, is also possible to irregular friendship Mistake arrangement, the setting of steel wire 15 so that concrete 13 be not easy it is loose, collapse, substantially increase the intensity and anti-seismic performance of column.
It is arranged on steel reinforcement cage 11 it should be noted that steel wire 15 can first pass through supporting element in advance.
The concrete steel structural upright structural strength of present embodiment is good, and anti-seismic performance is good, concrete 13 be not easy it is loose, It collapses, centre is filled using steel pipe 12, and the inside of steel pipe 12 does not need fill concrete 13, greatly reduces making for concrete 13 Dosage has saved cost, the weight of the column also mitigated, and the inside of steel pipe 12 can also be used to wear cable etc., thus Cable is avoided to be exposed to external destroyed.
Embodiment 3
Embodiment of the present invention three provides a kind of production method of concrete steel structural upright, comprising the following steps:
Frock making step: mounting hole, the height gauge of mounting hole spacing from the ground are first opened up on 13 wall of armored concrete Very little is 500-1200mm, and different height can be set according to different users, and one end of support rod is implanted into mounting hole simultaneously Fixed, the other end of support rod is hanging.
It should be noted that support rod can also be fixed on other pedestals, for example, can first be arranged on the ground mostly with vertical Column, more root posts are located along the same line, and then support rod is arranged on column, and a lateral edge of the separate support rod of column is vertical Scale can be set in the arragement direction of column.
The quantity of support rod is at least two, in present embodiment, and the quantity of support rod is three, and three support rods are side by side It is arranged and between same level height, adjacent two support rods there are certain spacing, this spacing is set as needed.When So, the quantity of support rod may be three or more.
It portrays mark line step: portraying mark line on wall with marking pen, mark line is set along the arragement direction of support rod There is a plurality of, the level height of the mark line and level height of support rod is essentially identical or the level height of mark line is slightly above The level height of support rod, the spacing between adjacent two mark lines are 160mm, 180mm or 200mm.
First time stud 111 places step: two studs 111 being placed on the upside of support rod and pass through they sup-port Firmly, stud 111 is arranged side by side along the axial direction of support rod and the both ends of two studs 111 are substantially flush.
In order to guarantee that the stud 111 for the upside for being placed on support rod will not slide, limit can be set on support rod Position part, locating part can fix stud 111, so that the distance between two studs 111 of the upside of support rod It will not change.
Stirrup 112 wears step: multiple stirrups 112 is sheathed on stud 111 from one end of stud 111 and/or both ends, Mobile stirrup 112 to be equipped with a stirrup 112 at the corresponding position of each mark line.Certainly, two neighboring stirrup The distance between 112 also can be adjusted according to the needs.
Second of stud 111 wears step: two studs 111 are penetrated to the lower section in stirrup 112 and being located at support rod again And it is supported by stirrup 112, the stud positioned at the both ends and the upside for being located at support rod of the stud 111 of the lower section of support rod 111 both ends are substantially flush.
112 fixing step of stirrup: stirrup 112 is fixedly connected with stud 111.In the portion that stirrup 112 is contacted with stud 111 Stirrup 112 is fixed on stud 111 by position using binding piece, and binding piece can be solid using binding piece using tied silk or clip etc. The mode for determining stirrup 112 is convenient for disassembly and assembly, work efficiency is high.Certainly, it can also connect with welding, weld between stud 111 and stirrup 112 Connect firm and reliable connection.
Whole stirrups 112 complete the production of steel reinforcement cage 11 after fixing.
Steel pipe 12 wears step: steel pipe 12 is passed through into stirrup 112, the both ends of steel pipe 12 are flushed with the both ends of stud 111, Steel pipe 12 is supported in steel reinforcement cage 11 using connector 14.
Concrete 13 pours step: concrete 13 being poured to the outside for being filled in steel pipe 12, and guarantees concrete 13 by reinforcing bar Cage 11 all wraps.
It should be noted that concrete 13 pours before step after steel pipe 12 wears step, it can be on steel reinforcement cage 11 Interlaced arrangement steel wire 15.
The production method for the concrete steel structural upright that present embodiment provides, easy to operate, producing efficiency is high, produces Good product quality, manufacturing cost is low, have preferable marketing application value.
The foregoing is merely the preferred embodiment of the present invention, are not intended to restrict the invention, for this field For technical staff, the invention may be variously modified and varied.All within the spirits and principles of the present invention, made any Modification, equivalent replacement, improvement etc., should all be included in the protection scope of the present invention.

Claims (10)

1. a kind of concrete steel structural upright, it is characterised in that: including steel reinforcement cage, steel pipe and concrete, the steel reinforcement cage includes More studs and multiple stirrups, multiple stirrup parallel intervals settings, the stud pass through all stirrups and with it is described Stirrup connection, the more studs are arranged around the circumferential direction of the stirrup, and the steel pipe is set in the steel reinforcement cage, the steel pipe Axis direction it is consistent with the axis direction of the stud, the Concrete Filled in the steel pipe outside and envelope described Steel reinforcement cage.
2. concrete steel structural upright according to claim 1, it is characterised in that: be also embedded with steel in the concrete Silk, the steel wire interlaced arrangement.
3. concrete steel structural upright according to claim 2, it is characterised in that: the steel wire is fixed on by supporting element On the steel reinforcement cage.
4. concrete steel structural upright according to claim 1, it is characterised in that: the steel pipe and the stud and/or It is connected between the stirrup by connector.
5. concrete steel structural upright according to claim 1, it is characterised in that: the steel pipe is round steel pipe or rectangular Steel pipe.
6. concrete steel structural upright according to claim 1, it is characterised in that: the stirrup is rectangle ring structure, institute It states and is respectively equipped with a stud at the corner location of stirrup.
7. concrete steel structural upright according to claim 1, it is characterised in that: the stirrup is cirque structure, institute The quantity for stating stud is four, and four studs are uniformly arranged along the circumferential direction of the stirrup.
8. concrete steel structural upright according to claim 1, it is characterised in that: lead between the stirrup and the stud Cross binding piece connection.
9. concrete steel structural upright according to claim 1, it is characterised in that: welded between the stirrup and the stud It connects in succession.
10. concrete steel structural upright according to claim 1, it is characterised in that: between the two neighboring stirrup Spacing is 160-200mm.
CN201910349904.8A 2019-04-28 2019-04-28 A kind of concrete steel structural upright Pending CN110016993A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910349904.8A CN110016993A (en) 2019-04-28 2019-04-28 A kind of concrete steel structural upright

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910349904.8A CN110016993A (en) 2019-04-28 2019-04-28 A kind of concrete steel structural upright

Publications (1)

Publication Number Publication Date
CN110016993A true CN110016993A (en) 2019-07-16

Family

ID=67192681

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910349904.8A Pending CN110016993A (en) 2019-04-28 2019-04-28 A kind of concrete steel structural upright

Country Status (1)

Country Link
CN (1) CN110016993A (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102296753A (en) * 2011-06-20 2011-12-28 北京工业大学 Hollow column member with built-in high tensile steel bars and pipes for confinement of ultra high performance concrete
CN102587578A (en) * 2012-03-21 2012-07-18 河南理工大学 High-strength steel bar enhanced engineered cementitious composites (ECC)-hollow steel pipe ultra high performance concrete (UHPC) combination column member and manufacturing method thereof
CN202500078U (en) * 2012-02-14 2012-10-24 长安大学 A hollow steel tube cylindrical structure based on externally-installed stiffeners and externally-wrapped concrete
CN204059759U (en) * 2014-09-03 2014-12-31 德州市公路工程总公司 A kind of concrete-filled steel tubular hollow column
CN206360212U (en) * 2017-01-09 2017-07-28 浙江华越设计股份有限公司 A kind of resistance to compression factory building concrete filled steel tube column
CN208533868U (en) * 2018-07-02 2019-02-22 沈阳建筑大学 A kind of novel arrangement of reinforcement hollow steel pipe high-strength concrete column

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102296753A (en) * 2011-06-20 2011-12-28 北京工业大学 Hollow column member with built-in high tensile steel bars and pipes for confinement of ultra high performance concrete
CN202500078U (en) * 2012-02-14 2012-10-24 长安大学 A hollow steel tube cylindrical structure based on externally-installed stiffeners and externally-wrapped concrete
CN102587578A (en) * 2012-03-21 2012-07-18 河南理工大学 High-strength steel bar enhanced engineered cementitious composites (ECC)-hollow steel pipe ultra high performance concrete (UHPC) combination column member and manufacturing method thereof
CN204059759U (en) * 2014-09-03 2014-12-31 德州市公路工程总公司 A kind of concrete-filled steel tubular hollow column
CN206360212U (en) * 2017-01-09 2017-07-28 浙江华越设计股份有限公司 A kind of resistance to compression factory building concrete filled steel tube column
CN208533868U (en) * 2018-07-02 2019-02-22 沈阳建筑大学 A kind of novel arrangement of reinforcement hollow steel pipe high-strength concrete column

Similar Documents

Publication Publication Date Title
CN104831818B (en) The connecting node of precast reinforced concrete beam and superposed column
CN203066356U (en) Reinforced concrete column with local buckling constraint of longitudinal bars
CN204753836U (en) Connected node of precast reinforced concrete roof beam and coincide post
CN110016993A (en) A kind of concrete steel structural upright
CN205577260U (en) Concrete column
CN111593933A (en) Steel reinforcement framework of electric power transmission equal-diameter cement telegraph pole
CN205476089U (en) Beam column node stirrup spacing controlling means
CN210918296U (en) Square steel pipe sleeve fixing device
CN103628408A (en) Construction method for splay supporting frame of bridge cast-in-place concrete formwork
CN213390159U (en) Foundation pit construction supports reinforced structure
CN103741685B (en) Comprise the pre-stressed steel pipe concrete truss support structure of pre-stressed steel pipe concrete
CN104234209B (en) Construction method of beam-column joint
KR102152387B1 (en) The apparatus to disperse the load inflicted in reinforcement ULBON of prestressed concrete structure and increase bearing capacity
CN215907200U (en) Positioning device for column reinforcing steel bar
CN209723243U (en) A kind of stirrup skeleton
CN210086845U (en) Circular reinforcing bar beam processing frame
CN209083286U (en) A kind of device for reinforcing vertical shaft inner wall
KR101300022B1 (en) Reinforcement structure for head of steel tube pile
CN104929316B (en) A kind of cement concrete pillar and its construction method
CN204491832U (en) A kind of post and beam structure
CN107182622B (en) Steel construction big-arch shelter
CN210032357U (en) Lower hanging type hanger device for installing reinforcing steel bars
CN114908675B (en) Hollow thin-wall high pier construction method
CN211473079U (en) Prefabricated stirrup cage structure
CN220814552U (en) Anti-slide pile steel bar arrangement structure

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20190716