CN209468865U - A kind of isolated footing foundation bolt integral built-in positioning reinforcing device - Google Patents

A kind of isolated footing foundation bolt integral built-in positioning reinforcing device Download PDF

Info

Publication number
CN209468865U
CN209468865U CN201920046101.0U CN201920046101U CN209468865U CN 209468865 U CN209468865 U CN 209468865U CN 201920046101 U CN201920046101 U CN 201920046101U CN 209468865 U CN209468865 U CN 209468865U
Authority
CN
China
Prior art keywords
rectangular plank
foundation bolt
plank
wood
lumps
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
CN201920046101.0U
Other languages
Chinese (zh)
Inventor
赵志红
苏瑞青
石潇
程浩
刘仲阳
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.)
Shanxi Installation Group Co Ltd
Original Assignee
Shanxi Industrial Equipment Installation Group Co Ltd
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 Shanxi Industrial Equipment Installation Group Co Ltd filed Critical Shanxi Industrial Equipment Installation Group Co Ltd
Priority to CN201920046101.0U priority Critical patent/CN209468865U/en
Application granted granted Critical
Publication of CN209468865U publication Critical patent/CN209468865U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Foundations (AREA)

Abstract

The utility model discloses a kind of isolated footing foundation bolt integral built-in positioning reinforcing devices, it include: upper rectangular plank rectangular plank under, upper rectangular plank middle part equal hollow out in rectangular plank middle part under, and the periphery of upper rectangular plank and under rectangular plank periphery be evenly arranged and be arranged with multiple for fixing the circular holes of foundation bolt, the corresponding setting of upper rectangular plank rectangular plank under;First lumps of wood and second lumps of wood, first lumps of wood and second party headblock be located at rectangular plank and under between rectangular plank;Foundation bolt and nut, the top of foundation bolt sequentially pass through down the circular hole of the circular hole of rectangular plank, upper rectangular plank, and are tightened by nut;The bottom of I-shaped reinforcing member, I-shaped reinforcing member and foundation bolt is welded and fixed, and can pass through three-point mount foundation bolt, to guarantee the fixed globality of embedding anchor bolts, and then guarantee the verticality of foundation bolt and the accuracy of positioning, so that lifting construction efficiency, improves construction quality.

Description

A kind of isolated footing foundation bolt integral built-in positioning reinforcing device
Technical field
The utility model relates to technical field of building construction, in particular to a kind of isolated footing foundation bolt integral built-in is fixed Position bracing means.
Background technique
In building construction process, pre-embedded anchoring bolts are one of critically important working procedures for guaranteeing construction quality.Its In, traditional pre-embedded anchoring bolts way be directly it is pre-buried, before concrete foundation pours, by the bottom and top of foundation bolt Reinforced with concrete reinforcing cage, concrete foundation poured respectively then, but itself the problem is that, due to lower margin The fixed of bolt lacks globality, is affected by concreting, lower margin spiral shell is often found after concrete pouring construction Relatively large deviation occurs for bolt verticality and position, in this way, subsequent needs manually break foundation bolt directly, if breaking straight process In, foundation bolt is damaged, and the concrete foundation entirely poured can not just use in the construction in later period again, needs to weigh again Multiple aforementioned operation process, not only increases construction period, and consume a large amount of manpower and material resources.This kind of construction method construction speed Degree is slow, and consolidation effect is bad, it is difficult to guarantee construction quality, and can not be used in turn.
There are improved necessity for the technology as a result,.
Utility model content
The utility model is intended to solve at least some of the technical problems in related technologies.
For this purpose, the purpose of this utility model is that proposing that dress is reinforced in a kind of isolated footing foundation bolt integral built-in positioning It sets, to guarantee the fixed globality of embedding anchor bolts, and then can guarantee hanging down for foundation bolt by three-point mount foundation bolt The straight accuracy spent and position, so that lifting construction efficiency, improves construction quality.
To achieve the above object, it is positioned the utility model proposes a kind of isolated footing foundation bolt integral built-in and reinforces dress Set, comprising: upper rectangular plank and under rectangular plank, equal hollow out in the middle part of rectangular plank in the middle part of the upper rectangular plank and under described, And the periphery of the upper rectangular plank and it is described under rectangular plank periphery be evenly arranged be arranged with it is multiple for fixing lower margin The circular hole of bolt, the upper rectangular plank and it is described under the rectangular corresponding setting of plank;First lumps of wood and second lumps of wood, described One lumps of wood and the second party headblock be located at the upper rectangular plank and it is described under between rectangular plank, and by nail with it is described Upper rectangular plank and it is described under rectangular plank fix, formed whole;Foundation bolt and nut, the top of the foundation bolt is successively The circular hole of the circular hole of rectangular plank, the upper rectangular plank under described, and tightened by the nut;I-shaped reinforcing member, The bottom of the I-shaped reinforcing member and foundation bolt is welded and fixed.
According to the utility model proposes isolated footing foundation bolt integral built-in positioning reinforcing device, upper rectangular plank and Under rectangular plank be correspondingly arranged, and between also pad be equipped with first lumps of wood and second lumps of wood, the top of foundation bolt successively lead under The circular hole of the circular hole of rectangular plank, upper rectangular plank, and fixation is tightened by nut, and the lower part of foundation bolt passes through I-shaped Reinforcing member is fixed, and to guarantee the fixed globality of embedding anchor bolts, and then can guarantee lower margin by three-point mount foundation bolt The verticality of bolt and the accuracy of positioning, so that lifting construction efficiency, improves construction quality, apply to avoid in concreting Relatively large deviation occurs for work rear lower margin bolt verticality and position, and can be used in turn.
Preferably, the shape of the hollow out is one such in rectangular or circle.
Preferably, the I-shaped reinforcing member is waste steel bar.
Preferably, the length of " 1 " part of the I-shaped reinforcing member and the upper rectangular plank or it is described under rectangular plank The distance between symmetrically arranged circular hole in periphery two sides is equivalent.
Preferably, the diameter of the circular hole is equal with the diameter of the foundation bolt.
Preferably, the periphery of the upper rectangular plank and it is described under the periphery of rectangular plank be evenly arranged multiple use of arrangement In the number of the circular hole of fixed foundation bolt be four, six or eight.
Preferably, the length of first lumps of wood and second lumps of wood is equivalent, and the respectively less than described rectangular plank and The side length of rectangular plank under described.
Preferably, the width of first lumps of wood and second lumps of wood is equivalent, and width is 100mm ~ 150mm.
Compared with prior art, the utility model has the following beneficial effects: (1) setting by the rectangular plank of upper layer and lower layer It sets, the setting of the lumps of wood, I-shaped reinforcing member, so that foundation bolt can ensure that the verticality of embedding anchor bolts with three-point mount With the accuracy of positioning, avoid impacting pre-buried foundation bolt in concreting process;(2) pass through upper layer and lower layer side The setting of hollow out in the middle part of shape plank can carry out concrete foundation from the hollow out at middle part after pre-buried good foundation bolt It pours, and after concrete solidification, then removes isolated footing foundation bolt integral built-in positioning reinforcing device, further ensure lower margin The verticality of bolt embedment and the accuracy of positioning, ensure that construction quality, improve construction efficiency;(3) lumps of wood and upper and lower two Nail can be used to be fixed between the rectangular plank of layer, to guarantee that the rectangular plank of upper layer and lower layer is parallel, and the lumps of wood and upper and lower two The rectangular plank of layer can be used in turn;(4) I-shaped reinforcing member can be further ensured that globality fixed between foundation bolt.
Detailed description of the invention
The above-mentioned and/or additional aspect and advantage of the utility model from the description of the embodiment in conjunction with the following figures will Become obvious and be readily appreciated that, wherein
Fig. 1 is the structure according to the isolated footing foundation bolt integral built-in positioning reinforcing device of the utility model embodiment Schematic diagram;
Fig. 2 is the top according to the isolated footing foundation bolt integral built-in positioning reinforcing device of the utility model embodiment Shape plank or under rectangular plank structural schematic diagram;
Fig. 3 is the isolated footing foundation bolt integral built-in positioning reinforcing device according to the utility model one embodiment Upper rectangular plank or under rectangular plank structural schematic diagram;
Fig. 4 is the isolated footing foundation bolt integral built-in positioning reinforcing device according to another embodiment of the utility model Upper rectangular plank or under rectangular plank structural schematic diagram;
Fig. 5 is the isolated footing foundation bolt integral built-in positioning reinforcing device according to another embodiment of the utility model Upper rectangular plank or under rectangular plank structural schematic diagram;
Fig. 6 is the isolated footing foundation bolt integral built-in positioning reinforcing device according to the utility model further embodiment Upper rectangular plank or under rectangular plank structural schematic diagram;
Fig. 7 is the isolated footing foundation bolt integral built-in positioning reinforcing device according to the utility model further embodiment Upper rectangular plank or under rectangular plank structural schematic diagram.
Specific embodiment
The embodiments of the present invention are described below in detail, examples of the embodiments are shown in the accompanying drawings, wherein from beginning Same or similar element or element with the same or similar functions are indicated to same or similar label eventually.Below by ginseng The embodiment for examining attached drawing description is exemplary, and is only used for explaining the utility model, and should not be understood as to the utility model Limitation.
It is reinforced with reference to the accompanying drawing to describe the isolated footing foundation bolt integral built-in positioning of the utility model embodiment Device.
The utility model proposes a kind of isolated footing foundation bolt integral built-in positioning reinforcing devices, as shown in figs. 1-7, It include: upper rectangular plank 1 rectangular plank 2 under, upper rectangular 1 middle part of plank rectangular 2 equal hollow out in middle part of plank under, and top The periphery of shape plank 1 rectangular 2 periphery of plank under, which is evenly arranged, is arranged with multiple circular holes 8 for being used to fix foundation bolt, on The rectangular corresponding setting of rectangular plank 2 under of plank 1;First lumps of wood 3 and second lumps of wood 7, first lumps of wood 3 and second lumps of wood 7 pad Be located at rectangular plank 1 and under between rectangular plank 2, and by nail and the upper rectangular plank 1 and it is described under rectangular plank 2 It is fixed, it is formed whole;Foundation bolt 4 and nut 5, the top of foundation bolt 4 sequentially pass through down the circular hole of rectangular plank 2, top The circular hole of shape plank 1, and tightened by nut 5;The bottom welding of I-shaped reinforcing member 6, I-shaped reinforcing member 6 and foundation bolt 4 is solid It is fixed.
It specifically,, will be upper after surveying setting-out sets the pre-buried position of foundation bolt 4 in Pre-tensioned Steel Structures Rectangular plank 1 rectangular plank 2 under is correspondingly arranged, i.e., corresponds the circular hole 8 on both of the aforesaid plank, then use first The lumps of wood 3 and second lumps of wood 7 pad are located among both of the aforesaid plank, and are fixed by nail, are formed whole.
Wherein, rectangular plank 2 can be identical under for upper rectangular plank 1.
Wherein, it should be noted that the pad of first lumps of wood 3 and second lumps of wood 7 sets position as upper and lower rectangular plank periphery, And it is symmetrical arranged, in addition, the position that first lumps of wood 3 and second lumps of wood 7 pad are set does not block the circular hole 8 of upper and lower rectangular plank.
After fixing upper and lower rectangular plank, the top of pre-buried foundation bolt 4 will be needed to sequentially pass through lower square-wood The circular hole 8 of the circular hole 8 of plate, upper rectangular plank after passing through, tightens fixation using nut 5.It is understood that each lower margin The distance that 4 top of bolt passes through upper rectangular plank 1 is all the same.
After fixing foundation bolt and upper and lower rectangular plank, using I-shaped reinforcing member 6 by the lower part of foundation bolt 4 It is welded.Finally I-shaped reinforcing member 6 and the steel reinforcement cage of concrete foundation are welded and fixed.
Then concrete is poured by the hollow out among upper and lower rectangular plank, after concrete solidification, the spiral shell of Panasonic's foundation bolt 4 Mother 5 removes the upper and lower rectangular plank that pad is equipped with the lumps of wood from the bottom up, and 4 Embedment Construction process of foundation bolt is completed, the pad removed Upper and lower rectangular plank equipped with the lumps of wood can be used in turn.
As a result, by the use of upper and lower rectangular plank and I-shaped reinforcing member, so that foundation bolt sight alignment is fixed, It ensure that the fixed globality of foundation bolt, and then ensure that the verticality of foundation bolt and the accuracy of positioning, avoid pouring When concrete, foundation bolt is had an impact, so that the position of foundation bolt shifts.
As illustrated in figs. 2-7, it is preferable that the shape of hollow out is one such in rectangular or circle.
Preferably, I-shaped reinforcing member 6 can be waste steel bar.
Preferably, the length of " 1 " part of I-shaped reinforcing member 6 and upper rectangular plank or under rectangular plank periphery two sides it is symmetrical The distance between circular hole 8 of setting is equivalent.
Preferably, the diameter of circular hole 8 is equal with the diameter of foundation bolt 4.
Preferably, the periphery of upper rectangular plank 1 periphery of rectangular plank 2 under is evenly arranged the multiple for fixing of arrangement The number of the circular hole 8 of foundation bolt is four, six or eight, the number of circular hole 8 can according to the usage quantity of foundation bolt 4 into Row punching.
Preferably, the length of first lumps of wood 3 and second lumps of wood 7 is equivalent, and is respectively less than upper rectangular plank 1 rectangular plank under 2 side length.
Preferably, the width of first lumps of wood 3 and second lumps of wood 7 is equivalent, and width is 100mm ~ 150mm.First lumps of wood, 3 He Second lumps of wood 7 is used to that certain distance will to be pulled open between upper and lower rectangular plank, and distance is first lumps of wood 3 and second lumps of wood 7 It is wide.
In addition, the upper and lower size of rectangular plank is adapted with the size of concrete foundation.
In conclusion dress is reinforced in the isolated footing foundation bolt integral built-in positioning proposed according to the utility model embodiment Set, upper rectangular plank and under rectangular plank be correspondingly arranged, and between also pad be equipped with first lumps of wood and second lumps of wood, foundation bolt Top successively lead under the circular hole of rectangular plank, upper rectangular plank circular hole, and fixation, and foundation bolt are tightened by nut Lower part fixed by I-shaped reinforcing member, can be by three-point mount foundation bolt, to guarantee the fixed entirety of embedding anchor bolts Property, and then guarantee the verticality of foundation bolt and the accuracy of positioning, so that lifting construction efficiency, improves construction quality, to keep away Exempt from that relatively large deviation occurs in concrete pouring construction rear lower margin bolt verticality and position, and can be used in turn.
In the description of the present invention, it should be understood that term " center ", " longitudinal direction ", " transverse direction ", " length ", " width Degree ", " thickness ", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outside", The orientation or positional relationship of the instructions such as " clockwise ", " counterclockwise ", " axial direction ", " radial direction ", " circumferential direction " is based on the figure Orientation or positional relationship is merely for convenience of describing the present invention and simplifying the description, rather than the dress of indication or suggestion meaning It sets or element must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as to the utility model Limitation.
For this purpose, term " first ", " second " are used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance Or implicitly indicate the quantity of indicated technical characteristic.Define " first " as a result, the feature of " second " can be expressed or Implicitly include at least one this feature.The meaning of " plurality " is at least two, such as two in the description of the present invention, It is a, first-class, unless otherwise specifically defined.
In the present invention unless specifically defined or limited otherwise, term " installation ", " connected ", " connection ", " Gu It is fixed " etc. terms shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integral;It can be Mechanical connection, is also possible to be electrically connected;It can be connected directly, two members can also be can be indirectly connected through an intermediary The interaction relationship of connection or two elements inside part, unless otherwise restricted clearly.For the ordinary skill of this field For personnel, the concrete meaning of above-mentioned term in the present invention can be understood as the case may be.
In the present invention unless specifically defined or limited otherwise, fisrt feature is in the second feature " on " or " down " It can be that the first and second features directly contact or the first and second features are by intermediary mediate contact.Moreover, first is special Sign can be fisrt feature above the second feature " above ", " above " and " above " and be directly above or diagonally above the second feature, or only Indicate that first feature horizontal height is less than second feature.
In the description of this specification, reference term " one embodiment ", " some embodiments ", " example ", " specifically show The description of example " or " some examples " etc. means particular features, structures, materials, or characteristics described in conjunction with this embodiment or example It is contained at least one embodiment or example of the utility model.In the present specification, schematic expression of the above terms Necessarily it is directed to identical embodiment or example.Moreover, particular features, structures, materials, or characteristics described can be It can be combined in any suitable manner in any one or more embodiment or examples.In addition, without conflicting with each other, this field Technical staff can carry out the feature of different embodiments or examples described in this specification and different embodiments or examples Combination and combination.
Although the embodiments of the present invention have been shown and described above, it is to be understood that above-described embodiment is Illustratively, it should not be understood as limiting the present invention, those skilled in the art are in the scope of the utility model Inside it can make changes, modifications, alterations, and variations to the above described embodiments.

Claims (8)

1. a kind of isolated footing foundation bolt integral built-in positioning reinforcing device characterized by comprising
Upper rectangular plank (1) and under rectangular plank (2), rectangular plank (2) middle part in the middle part of the upper rectangular plank (1) and under described Equal hollow out, and the periphery of the upper rectangular plank (1) and it is described under rectangular plank (2) periphery be evenly arranged be arranged with it is multiple For fixing the circular hole of foundation bolt, the upper rectangular plank (1) and it is described under the corresponding setting of rectangular plank (2);
First lumps of wood (3) and second lumps of wood (7), first lumps of wood (3) and second lumps of wood (7) pad are located at described rectangular Plank (1) and it is described under between rectangular plank (2), and by nail and the upper rectangular plank (1) and it is described under rectangular plank (2) fixed, it is formed whole;
Foundation bolt (4) and nut (5), the top of the foundation bolt (4) sequentially pass through it is described under rectangular plank (2) circular hole (8), the circular hole (8) of the upper rectangular plank (1), and tightened by the nut (5);
I-shaped reinforcing member (6), the I-shaped reinforcing member (6) and the bottom of foundation bolt (4) are welded and fixed.
2. foundation bolt integral built-in positioning reinforcing device in isolated footing according to claim 1, which is characterized in that described The shape of hollow out is one such in rectangular or circle.
3. foundation bolt integral built-in positioning reinforcing device in isolated footing according to claim 1, which is characterized in that described I-shaped reinforcing member (6) is waste steel bar.
4. foundation bolt integral built-in positioning reinforcing device in isolated footing according to claim 1 or 3, which is characterized in that Rectangular plank (2) periphery two under the length of " 1 " part of the I-shaped reinforcing member (6) and the upper rectangular plank (1) or described The distance between symmetrically arranged circular hole in side (8) is equivalent.
5. foundation bolt integral built-in positioning reinforcing device in isolated footing according to claim 1, which is characterized in that described The diameter of circular hole (8) is equal with the diameter of the foundation bolt (4).
6. foundation bolt integral built-in positioning reinforcing device in isolated footing according to claim 1, which is characterized in that described The periphery of upper rectangular plank (1) and it is described under the periphery of rectangular plank (2) be evenly arranged the multiple for fixing lower margin spiral shell of arrangement The number of the circular hole (8) of bolt is four, six or eight.
7. foundation bolt integral built-in positioning reinforcing device in isolated footing according to claim 1, which is characterized in that described The length of first lumps of wood (3) and second lumps of wood (7) is equivalent, and the respectively less than described rectangular plank (1) and it is described under it is rectangular The side length of plank (2).
8. foundation bolt integral built-in positioning reinforcing device in isolated footing according to claim 1, which is characterized in that described The width of first lumps of wood (3) and second lumps of wood (7) is equivalent, and width is 100mm ~ 150mm.
CN201920046101.0U 2019-01-11 2019-01-11 A kind of isolated footing foundation bolt integral built-in positioning reinforcing device Active CN209468865U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920046101.0U CN209468865U (en) 2019-01-11 2019-01-11 A kind of isolated footing foundation bolt integral built-in positioning reinforcing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920046101.0U CN209468865U (en) 2019-01-11 2019-01-11 A kind of isolated footing foundation bolt integral built-in positioning reinforcing device

Publications (1)

Publication Number Publication Date
CN209468865U true CN209468865U (en) 2019-10-08

Family

ID=68092851

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920046101.0U Active CN209468865U (en) 2019-01-11 2019-01-11 A kind of isolated footing foundation bolt integral built-in positioning reinforcing device

Country Status (1)

Country Link
CN (1) CN209468865U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112610013A (en) * 2020-11-10 2021-04-06 中国建筑第八工程局有限公司 Construction method for reinforcing embedded part
CN112922006A (en) * 2021-01-28 2021-06-08 陕西建工第六建设集团有限公司 Installation method of positioning steel plate
CN113293859A (en) * 2021-04-21 2021-08-24 中国化学工程第三建设有限公司 Recyclable foundation bolt group pre-embedding positioning device and method
CN113756594A (en) * 2021-09-30 2021-12-07 浙江钢泰钢结构(集团)有限公司 Concrete embedded fastener and construction method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112610013A (en) * 2020-11-10 2021-04-06 中国建筑第八工程局有限公司 Construction method for reinforcing embedded part
CN112922006A (en) * 2021-01-28 2021-06-08 陕西建工第六建设集团有限公司 Installation method of positioning steel plate
CN112922006B (en) * 2021-01-28 2022-09-02 陕西建工第六建设集团有限公司 Installation method of positioning steel plate
CN113293859A (en) * 2021-04-21 2021-08-24 中国化学工程第三建设有限公司 Recyclable foundation bolt group pre-embedding positioning device and method
CN113756594A (en) * 2021-09-30 2021-12-07 浙江钢泰钢结构(集团)有限公司 Concrete embedded fastener and construction method thereof

Similar Documents

Publication Publication Date Title
CN209468865U (en) A kind of isolated footing foundation bolt integral built-in positioning reinforcing device
CN104746422B (en) A kind of hollow pier stud delay-pour joint structure of bridge prefabrication and construction method
CN106906955B (en) Shear wall integral prefabricated reinforcement mesh structure and construction method thereof
CN106884541B (en) Positioning assembly, positioning device and positioning method for reserved dowel bars in shear wall
CN110387826A (en) A kind of precast segment assembly bridge pier steel member and construction method and application
CN108374352B (en) A kind of the pier bottom rotation swivel construction method and system of wide-plate bridge pier
CN204097864U (en) A kind of bridge prefabrication hollow pier stud delay-pour joint structure
CN202990119U (en) Beam column node of thin-wall concrete filled steel tube core column and reinforced concrete ring beam
CN110670734A (en) Fixing device for pre-buried steel plate under shock insulation support and construction method thereof
CN208668249U (en) A kind of connecting structure of prefabricated bent cap and Precast Pier Columns
CN110158953A (en) Round silo thickness platform plate holes internal model bracing means and its construction method
CN210190139U (en) Bridge roof embedded steel bar limiting device
CN112411358B (en) Concrete protective layer control positioning device at pier joint and construction process
CN206070384U (en) A kind of pier shaft vertical reinforcement mold
CN101294420A (en) Construction method for special structure layer of cone bottom wheat-immersion
CN212294729U (en) Steel construction outsourcing column foot structure
KR200233599Y1 (en) Installation structure for reinforcing rod of bent
CN207582978U (en) A kind of floorslab thickness control device
CN207003765U (en) Assembling type steel structure builds self-bearing type steel truss form bracing system
CN217811946U (en) Device with concrete pouring thickness control and aluminum mould diagonal bracing fixing functions
CN220813940U (en) Precast concrete independent foundation for supporting cast-in-situ box girder steel pipe frame
CN205935209U (en) Air film building anchor
CN109025292A (en) A kind of large-sized concrete funnel formwork erection method
CN214363501U (en) Inner supporting structure for reinforcing foundation pit support
CN218373362U (en) Supporting structure for bridge construction

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CP03 Change of name, title or address

Address after: 030032 No. 8, Xinhua Road, Tanghuai Industrial Park, Shanxi transformation and comprehensive reform demonstration zone, Taiyuan City, Shanxi Province

Patentee after: Shanxi Installation Group Co.,Ltd.

Address before: 030021 No.8 Xinhua Road, Taiyuan Economic and Technological Development Zone, Xiaodian District, Taiyuan City, Shanxi Province

Patentee before: SHANXI INDUSTRIAL EQUIPMENT INSTALLATION GROUP Co.,Ltd.

CP03 Change of name, title or address